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Full text of "Tables of cubic contents of levee embankments, designed by Arthur Alvord Stiles"

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THE STATE OF TEXAS 

RECLAMATION OEPARTMENT 

AUSTIN 



TABLES 
]BIC CONTENTS- OF LEVEE EMBA^KMEfi 






DkSIGNtH UY 

TKUH ALVOKD STILES 




AUSTIN 

STATE RECLAMATION DEPARTMENT 
IS17 



•^'mmm.-^ _. 



Tn;-: i\"v\v v:,»j( 

TILLLi: i- ... liONf 

« 10 J L 



COPYRIGHT 1917 
■ v 

ARTHUR ALVORD STIL.E! 



CONTENTS 



PAGE 

Explanation of the Tables v 

Graphic Explanation of the Tables Insert 

SECTION I. 
Cubic Coxtents of Levee Embankments: 

Table I. Side Slopes 1 : 1 2 

Table II. Side Slopes li : 1 22 

Table III. Side Slopes 2:1 42 

Table IV. Side Slope? 3:1 62 

Table V. Side Slopes li : 1 and 2 : 1 82 

Table VI. Side Slopes U : 1 and 3 : 1 102 

Table VII. Side Slopes 2 : 1 nnd 3:1 122 

SECTION II. 

Cubic Contents of Component Parts of Levee 

Embankments : 

Table VIII. Side Slopes 1:1 144 

Table IX. Side Slopes U : 1 150 

Table X. Side Slopes 2:1 166 

Table XI. Side Slopes 3:1 162 

Table XII. Side Slopes li : 1 and 2 : 1 168 

Table XTII. Side Slopes 1-J : 1 and 3 : 1 174 

Table XIV. Side Slopes 2 : 1 and 3 : 1 180 

SECTION TIL 

Cubic Contents, Dimensions and Component Parts 
OF Road Approacfies to Levee Embankments: 

Table XV. Roadway Grades 10-30%. I^evee Side Vertical .... 188 

Table XVI. Roadway Grades 10-30%. I^vee Side Slope 1:1.. 193 

Table XVIL Roadway Grades 10-30%. Levee Side Slope 1^:1. 198 

Table XVIIL Roadway Grades 10-30%. Levee Side Slope 2:1.. 203 

Table XIX. Roadway Grades 10-30%. T^vee Side Slope 3:1.. 208 



EXPLANATION OF THE TABLES 



Thosse tablcjs arc designed to facilitate the work of the State Keclama- 
tion Department : the oross-pectional area? are given more particularly 
to serve that piirpopc. 

Obvious] V the tables apply alike to embankments, and to excavations 
of similar cross sections. Tii all cases the tabular values are based upon 
level fills or nits. 

Tn the expressions denoting side slo])es (for example 2:1) the first 
fifTure indicates the horizontal distance; the second indicates the vertical 
distance. 

Every precaution has been taken to fjuard against errors in the tables. 
The adding machine was used in the computations, and the paper strips 
bearing the machine-printed figures were pasted together to form the 
original copy, with which the final printed ])roof has been diligently com- 
pared. The computing was done by Messrs. James P. Murray, A. P. 
Buchanan, John B. TTpchurch and B. G. Schenck, technical assistants of 
the department. 

Section T (Tables T to \U) i« expected to fulfill all ordinary re- 
quirements of tables of this character. The tabular values in cubic yards 
per liundred linear feet, and the square feet in the cross-sectional area, 
correspond to embankments varying in vertical lieight from 0.1 foot to 
30.0 feet, inclusive, by tenths of a foot : in <rown widths from 1.0 foot to 
10.0 feet, inclusive, by feet : and having side slopes the same on both sides 
as follows: 1:1,11:1,2:1 and 3:1: and side slopes difTering on 
opposite sides as follows: 1 J : 1 and 2 : 1 : H : 1 and 3:1: and 2 : 1 
and 3:1. The crown widths Mud side s1o]k»s are given at the top of 
each page. 

Section II (Tables VIIT to X\\) is intended to meet the more ex- 
ceptional cases arising in practical work not covered by secticm T. The 
tabiilar values in cubic yards ])er hundred linear feet correspond to em- 
bankments varying in vertical height from 0.1 foot to HO.O feet, in- 
clusive, by tenths of a foot, and having side slopes the same as in the 
preceding section. 

In this section the end)ankment is separated into component parts, in 
order that combinations of the talmlar values mav be made. 

The triangular component | art may be regarded as a complete 1 
with a crown zero feet wide. Tin* ^id^ slopes of this part are give 



GRAPHIC EXPLANATION OF THE TABLES 




Section n 

Crown O ft 




Recfian^kir Ha/i^^s of Tnanqular 

Comp Parf Cornponent Part 



mmmimmmmmm^mmmBssmmmmmm 




SECTION I 

CUBIC CONTENTS OF LEVEE EMBANKMENTS 

TABLES I TO Vn 

Side Slopes 1 to 1 U to 1 2tol 3 to 1 
l}toland2tol UtolandStol 2toland3tol 

Crown Widths 1 foot to 10 feet 
Vertical Heights 0.1 foot to 30.0 feet 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 : 1 

Crown 1 Foot 



V«rue»i 
Begirt 
mfetl 


Cobte 
Y<fc.P«r 
100 feet 

1 


Sq.Ft. 
io CroBi 
Feetkm 

1 


Vertical 
BeiKfat 
in feet 


Cubic 
Y(fa. Per 
100 feet 


Sq.Ft. 
iaCroH 
FeetioB 


Vertaed 
Bekht 
hTleet 


Cubic 
Y<k.Ptr 
100 feet 


8d.Pt. 
inCToa 
Seetioo 


0.1 


0.407 


0.110 


5.1 


115.2 


31.1 


10.1 


415.2 


112.1 


.2 


0.889 


0.240 


.2 


119 4 


32.2 


.2 


423.1 


114.2 


.3 


1 44 


0.390 


.3 


123 7 


33.4 


.3 


431.1 


116.4 


.4 


2.07 


560 


.4 


128 


34.6 


.4 


439.1 


118 6 


-5 


2.78 


0.75 


.5 


132.4 


35.8 


.5 


447.2 


120.8 


.6 


3 56 


0.96 


.6 


136.9 


37.0 


.6 


455.4 


123.0 


.7 


4.41 


1.19 


.7 


141.4 


38.2 


.7 


463.7 


125.2 


.8 


5 33 


1.44 


.8 


146.1 


39.4 


.8 


472.0 


127.4 


.9 


6.3 


1.71 


.9 


150.8 


40.7 


.9 


480.4 


129 7 


1.0 


7.4 


2.00 


6.0 


155.6 


42.0 


11.0 


488.9 


132.0 


.1 


8.6 


2.31 


.1 


160.4 


43.3 


.1 


497.4 


134.3 


.2 


9.8 


2.64 


.2 


165.3 


44.6 


.2 


506.1 


136.6 


.3 


11.1 


2.99 


.3 


170.3 


46.0 


.3 


514.8 


139.0 


.4 


12.4 


3.36 


.4 


175.4 


47.4 


.4 


523.6 


141.4 


.5 




13.9 


3.75 


.5 


180.6 


48.8 


.5 


532.4 


143.8 


.6 


15.4 


4.16 


.6 


« 
185.8 


50.2 


.6 


541.3 


146.2 


.7 


17.0 


4.59 


. .7 


191.1 


51.6 


.7 


550.3 


148.6 


.8 


18.7 


5.04 


.8 


196.4 


53.0 


.8 


559.4 


151.0 


.9 


20.4 


5.5 


.9 


201.9 


54.5 


.9 


568.6 


153.5 


2.0 


22.2 


6.0 


7.0 


207.4 


56.0 


12.0 


577.8 


. 156.0 


.1 


24.1 


6.5 


.1 


213.0 


57.5 


.1 


587.1 


158.5 


.2 


26.1 


7.0 


.2 


218.7 


59.0 


.2 


596.4 


161.0 


.3 


28.1 


7.6 


.3 


224 4 


60.6 


.3 


605 9 


163.6 


.4 


30.2 


8.2 


.4 


230.2 


62.2 


.4 


615.4 


166.2 


.5 


32.4 


8.8 


.5 


236.1 


63.8 


.5 


625.0 


168.8 


.6 


34.7 


9.4 


.6 


242.1 


65 4 


.6 


634.7 


171.4 


.7 


37 


10.0 


.7 


248.1 


67.0 


.7 


644.4 


174.0 


.8 


39.4 


10.6 


.8 


254.2 


68 6 


.^ 


654 2 


176.6 


.9 


41.9 


11.3 


.9 


260.4 


70 3 


.9 


664.1 


179.3 


3.0 


44.4 


12.0 


8.0 


266.7 


72.0 


13.0 


674.1 


182.0 


.1 


47.1 


12.7 


.1 


273.0 


73.7 


.1 


684.1 


184.7 


.2 


49 8 


13.4 


.2 


279.4 


75.4 


.2 


694.2 


187.4 


.3 


52.6 


14.2 


.3 


285.9 


77.2 


.3 


704.4 


190.2 


.4 


55.4 


15.0 


.4 


292.4 


79.0 


.4 


714.7 


193.0 


.5 


58.3 


15.8 


.5 


299.1 


80.8 


.5 


725.0 


195.8 


.6 


61.3 


16.6 


.6 


305.8 


82.6 


.6 


735.4 


198 6 


.7 


64 4 


17.4 


.7 


312.6 


84.4 


.7 


745.9 


201.4 


.8 


67.6 


18.2 


.8 


319.4 


86.2. 


.8 


756.4 


204.2 


.9 


70.8 


19.1 


.9 


326.3 


88.1 


.9 


767.1 


207.1 


4.0 


74.1 


20.0 


9.0 


333.3 


90.0 


14.0 


777.8 


210.0 


.1 


77 4 


20.9 


.1 


340.4 


91.9 


.1 


788.6 


212.9 


.2 


«0 9 


21.8 


.2 


347 6 


93.8 


:2 


799.4 


215.8 


.3 


84.4 


22.8 


.3 


354.8 


95.8 


.3 


810.3 


218.8 


.4 


«8 


23.8 


.4 


362.1 


97.8 


.4 


821.3 


221.8 


.5 


91.7 


24.8 


.5 


369.4 


99.8 


.5 


832.4 


224.8 


.6 


95 4 


25.8 


.6 


376 9 


101.8 


.6 


843.6 


227.8 


.7 


99.2 


26.8 


.7 


384.4 


103.8 


.7 


854.8 


230.8 


.8 


103 1 


27.8 


.8 


392.0 


105.8 


.8 


866.1 


233.8 


m 




28.9 


.9 


399.7 


107.9 


.9 


877.4 


236.9 






•0.0 


10.0 


407.4 


no.o 


15.0 


888.9 

1 


240.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 

Crown 1 Foot 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Pter 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCrots 
Section 


15.1 


900.4 


243.1 


20.1 


1570.8 


424.1 


25.1 


2426.3 


655.1 


.2 


912.0 


246.2 


.2 


1586.1 


428.2 


.2 


2445.3 


660.2 


.3 


923.7 


249.4 


.3 


1601.4 


432.4 


.3 


2464.4 


665.4 


.4 


935.4 


252.6 


.4 


1616.9 


436.6 


.4 


2483.6 


670.6 


.5 


947.2 


255.8 


.5 


1632.4 


440.8 


.5 


2502.8 


675.8 


.6 


959.1 


259.0 


.6 


1648.0 


445.0 


.6 


2522.1 


681.0 


.7 


971.1 


262.2 


.7 


1663.7 


449.2 


.7 


2541.4 


686.2 


.8 


983.1 


265.4 


.8 


1679.4 


453.4 


.8 


2560.9 


691.4 


.9 


995.2 


268.7 


.9 


1695.2 


457.7 


.9 


2580.4 


696.7 


16.0 


1007.4 


272.0 


21.0 


1711.1 


462.0 


26.0 


2600.0 


702.0 


.1 


1019 7 


275.3 


.1 


1727.1 


466.3 


.1 


2619.7 


707.3 


.2 


1032.0 


278.6 


.2 


1743.1 


470.6 


.2 


2639.4 


712.6 


.3 


1044.4 


282.0 


.3 


1759.2 


475.0 


.3 


2659.2 


718.0 


.4 


1056.9 


285.4 


.4 


1775.4 


479.4 


.4 


2679.1 


723.4 


.5 


1069.4^ 


288.8 


.5 


1791.7 


483.8 


.5 


2699.1 


728.8 


.6 


1082.1 


292.2 


.6 


1808.0 


488.2 


.6 


2719.1 


734.2 


.7 


1094.8 


295.6 


.7 


1824.4 


492.6 


.7 


2739.2 


739.6 


.8 


1107.6 


299.0 


.8 


1840.9 


497.0 


.8 


2759.4 


745.0 


.9 


1120.4 


302.5 


.9 


1857.4 


501.5 


.9 


2779.7 


750.5 


17.0 


1133.3 


306.0 


22.0 


1874.1 


506.0 


27.0 


2800.0 


756.0 


.1 


1146.3 


309.5 


.1 


1890.8 


510.5 


.1 


2820.4 


761.5 


.2 


1159.4 


313.0 


.2 


1907.6 


515.0 


.2 


2840.9 


767.0 


.3 


1172.6 


316.6 


.3 


1924.4 


519.6 


.3 


2861.4 


772.6 


.4 


1185.8 


320.2 


.4 


1941.3 


524.2 


.4 


2882.1 


778.2 


.5 


1199.1 


323.8 


.5 


1958.3 


528.8 


.5 


2902.8 


783.8 


.6 


1212.4 


327.4 


.6 


1975.4 


533.4 


.6 


2923.6 


789.4 


.7 


1225.9 


331.0 


.7 


1992.6 


538.0 


.7 


2944.4 


795.0 


.8 


1239.4 


334.6 


.8 


2009.8 


542.6 


.8 


2965.3 


800.6 


.9 


1253.0 


338.3 


.9 


2027.1 


547.3 


.9 


2986.3 


806.3 


18.0 


1266.7 


342.0 


23.0 


2044.4 


552.6 


28.0 


3007.4 


812.0 


.1 


1280.4 


345.7 


.1 


2061.9 


556.7 


.1 


3028.6 


817.7 


.2 


1294.2 


349.4 


.2 


2079.4 


561.4 


.2 


3049.8 


. 823.4 


.3 


1308.1 


353.2 


.3 


2097.0 


.566.2 


.3 


3071.1 


829.2 


.4 


1322.1 


357.0 


.4 


2114.7 


571.0 


.4 


3092.4 


835.0 


.5 


1336.1 


360.8 


.5 


2132.4 


575.8 


.5 


3113.9 


840.8 


.6 


1350.2 


364.6 


.6 


2150.2 


580.6 


.6 


3135.4 


846.6 


.7 


1364 . 4 


368.4 


.7 


2168.1 


585.4 


.7 


3157.0 


852.4 


.8 


1378.7 


372.2 


.8 


2186.1 


590.2 


.8 


3178.7 


858.2 


.9 


1393.0 


376 1 


.9 


2204.1 


595.1 


.9 


3200.4 


864.1 


19.0 


1407.4 


380.0 


24.0 


2222.2 


600.0 


29.0 


3222.2 


870.0 


.1 


1421.9 


383.9 


.1 


2240 4 


604.9 


.1 


3244.1 


875.9 


.2 


1436.4 


387.8 


.2 


2258.7 


609.8 


.2 


3266.1 


881.8 


.3 


1451 1 


391.8 


.3 


2277.0 


614.8 


.3 


3288.1 


887.8 


.4 


1465.8 


395 . 8 


.4 


2295.4 


619.8 


.4 


3310.2 


893.8 


.5 


1480.6 


399.8 


.5 


2313.9 


624.8 


.5 


3332.4 


899.8 


.6 


1495.4 


403.8 


.6 


2332.4 


629.8 


.6 


3354.7 


905.8 


.7 


1510.3 


407.8 


.7 


2351.1 


634.8 


.7 


3377.0 


911.8 


.8 


1525.3 


411.8 


.8 


2369.8 


639.8 


.8 


3399.4 


917.8 


.9 


1540.4 


415.9 


.9 


• 2388.6 


644.9 


.9 


3421.9 


923.9 


20.0 


1555.6 


420.0 


25.0 


2407.4 


650.0 


30.0 


3444.4 


030.C 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 

Crown 2 Feet 



Verticnl 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq. Ft. 

inCroBB 

Section 


Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 

inCltMS 

Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cron 
Section 


0.1 


0.78 


0.210 


5.1 


134.1 


36.2 


10.1 


452.6 


122 2 


• .2 


1.63 


0.440 


.2 


138.7 


37.4 


.2 


460.9 


124.4 


.3 


2.56 


0.690 


.3 


143.3 


38.7 


.3 


469.2 


126.7 


.4 


3.56 


0.96 


.4 


148.0 


40.0 


.4 


477.6 


129.0 


.5 


4.63 


1.25 


.5 


152.8 


41.3 


.5 


486.1 


131.3 


.6 


5.78 


1.56 


.6 


157.6 


42.6 


.6 


494.7 


133.6 


.7 


7.0 


1.89 


.7 


162.6 


43.9 


.7 


503.3 


133.9 


.8 


8.3 


2.24 


.8 


167.6 


45.2 


.8 


512.0 


138.2 


.9 


9.7 


2.61 


.9 


172.6 


46.6 


.9 


520.8 


140.6 


1.0 


n.i 


3.00 


6.0 


177.8 


48.0 


11.0 


529.6 


143.0 


.1 


12.6 


3.41 


.1 


183.0 


49.4 


.1 


538.6 


145.4 


.2 


14.2 


3.84 


.2 


188.3 


50.8 


.2 


547.6 


147.8 


.3 


15.9 


4.2^ 


.3 


193.7 


52.3 


.3 


5.56.6 


150.3 


.4 


17.6 


4.76 


.4 


199 1 


53.8 


.4 


565.8 


152.8 


.5 


19.4 


5.25 


.5 


204.6 


55.3 


.5 


575.0 


155.3 


.6 


21.3 


5.8 


.6 


210.2 


56.8 


.6 


584.3 


157.8 


.7 


23.3 


6.3 


.7 


215.9 


58.3 


.7 


593.7 


160.3 


.8 


25.3 


6.8 


.8 


221.6 


59.8 


.8 


603.1 


162.8 


.9 


27.4 


7.4 


.9 


227.4 


61.4 


.9 


612.6 


165.4 


2.0 


29.6 


8.0 


7.0 


233.3 


63.0 


12.0 


622.2 


168.0 


.1 


31.9 


8.6 


.1 


239.3 


64.6 


.1 


631.9 


170.6 


.2 


34.2 


9.2 


.2 


245.3 


66.2 


.2 


641.6 


173.2 


• .3 


36.6 


9.9 


.3 


251.4 


67.9 


.3 


651.4 


175.9 


.4 


39.1 


10.6 


.4 


257.6 


69.6 


.4 


661.3 


178.6 


.5 


41.7 


11.3 


.5 


263.9 


71.3 


.5 


671.3 


181.3 


.6 


44.3 


12.0 


.6 


270.2 


73.0 


.6 


681.3 


184.0 


.7 


47.0 


12.7 


.7 


276.6 


74.7 


.7 


691.4 


186.7 


.8 


49.8 


13.4 


.8 


283.1 


76.4 


.8 


701.6 


189.4 


.9 


52.6 


14.2 


.9 


289.7 


78.2 


.9 


711.9 


192.2 


3.0 


55.6 


15.0 


8.0 


296.3 


80.0 


13.0 


722.2 


195.0 


.1 


58.6 


15.8 


.1 


303.0 


81.8 


.1 


732.6 


197.8 


.2 


61.6 


16.6 


.2 


309.8 


83.6 


.2 


743.1 


200.6 


.3 


64.8 


17.5 


.3 • 


316.6 


85.5 


.3 


753.7 


203.5 


.4 


68.0 


18.4 


.4 


323.6 


87.4 


.4 


764.3 


206.4 


.5 


71.3 


19.3 


.5 


330.6 


89.3 


.5 


775.0 


209.3 


.6 


74.7 


20.2 


.6 


337.6 


91.2 


.6 


785.8 


212.2 


.7 


78.1 


21.1 


.7 


344.8 


93.1 


.7 


796.6 


215.1 


.8 


81.6 


22.0 


.8 


352.0 


95.0 


.8 


807.6 


218.0 


.9 


85.2 


23.0 


.9 


359.3 


97.0 


.9 


818.6 


221.0 


4.0 


88.9 


24.0 


9.0 


366.7 


99.0 


14.0 


829.6 


224.0 


.1 


92.6 


25.0 


.1 


374.1 


101.0 


.1 


840.8 


227.0 


.2 


96.4 


26.0 


.2 


381.6 


103.0 


.2 


852.0 


230.0 


.3 


100.3 


27.1 


.3 


389.2 


105.1 


.3 


863.3 


233.1 


.4 


104.3 


28.2 


.4 


396.9 


107.2 


.4 


874.7 


236.2 


.5 


108.3 


29.3 


.5 


404.6 


109.3 


.5 


886.1 


239.3 


.6 


112.4 


30.4 


.6 


412.4 


111.4 


.6 


897.6 


242.4 


.7 


116.6 


31.5 


.7 


420.3 


113.5 


.7 


909.2 


245.5 


.8 


120.9 


32.6 


.8 


428.3 


115.6 


.8 


920.9 


248.6 





- - ifc 


33.8 


.9 


436.3 


117.8 


.9 


932.6 


251.8 






35.0 


10.0 


444.4 


120.0 


15.0 


944.4 


255.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



5 



TABLE I Side Slopes 1 : 1 

Crown 2 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


8q. Ft. 
inCron 
Seetioo 


Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 
inCroM 
Section 


Vertical 
Height 
in feet 


Cubic 
Yda.Per 
100 feet 


8q.Pt 
inCroH 
Seetioo 


15.1 


956.3 


258.2 


20.1 


1645.2 


444.2 


25.1 


2519.3 


680.2 


.2 


968.3 


261.4 


.2 


1660.9 


448.4 


.2 


2538.7 


685.4 


.3 


980.3 


264.7 


.3 


1676.6 


452.7 


.3 


2558.1 


690.7 


.4 


992.4 


268.0 


.4 


1692.4 


457.0 


.4 


2577.6 


696.0 


.5 


1004.6 


271.3 


.5 


1708.3 


461.3 


.5 


2597.2 


701.3 


.6 


1016.9 


274.6 


.6 


1724.3 


465.6 


.6 


2616.9 


706.6 


.7 


1029.2 


277.9 


.7 


1740.3 


469.9 


.7 


2636.6 


711.9 


.8 


1041.6 


281.2 


.8 


1756.4 


474.2 


.8 


2656.4 


717.2 


.9 


1054.1 


284.6 


.9 


1772.6 


478.6 


.9 


2676.3 


722.6 


16.0 


1066.7 


288.0 


21.0 


1788.9 


483.0 


26.0 


2696.3 


728.0 


.1 


1079.3 


291.4 


.1 


1805.2 


487.4 


.1 


2716.3 


733.4 


.2 


1092.0 


294.8 


.2 


1821.6 


491.8 


.2 


2736.4 


738.8 


.3 


1104.8 


298.3 


.3 


1838.1 


496.3 


.3 


2756.6 


744.3 


.4 


1117.6 


301.8 


.4 


1854.7 


500.8 


.4 


2776.9 


749.8 


.5 


1130.6 


305.3 


.5 


1871.3 


505.3 


.5 


2797.2 


755.3 


.6 


1143 6 


308.8 


.6 


1888.0 


509.8 


.6 


2817.6 


760.8 


.7 


1156.6 


312.3 


.7 


1904.8 


514.3 


.7 


2838.1 


766.3 


.8 


1169.8 


315.8 


.8 


1921.6 


518.8 


.8 


2858.7 


771.8 


.9 


1183.0 


319 4 


.9 


1938.6 


523.4 


.9 


2879.3 


777.4 


17.0 


1196.3 


323.0 


22.0 


1955.6 > 


528.0 


27.0 


2900.0 


783.0 


.1 


1209.7 


326.6 


.1 


1972.6 


532.6 


.1 


2920.8 


788.6 


.2 


1223.1 


330.2 


.2 


1989.8 


537.2 


.2 


2941.6 


794.2 


.3 


1236.6 


333.9 


.3 


2007.0 


541.9 


.3 


2962.6 


799.9 


.4 


1250.2 


337.6 


.4 


2024.3 


546.6 


.4 


2983.6 


805.6 


.5 


1263.9 


341.3 


.5 


2041.7 


551.3 


.5 


3004.6 


811.3 


.6 


1277.6 


345.0 


.6 


2059.1 


556.0 


.6 


3025.8 


817.0 


.7 


1291.4 


348.7 


.7 


2076.6 


560.7 


.7 


3047.0 


822.7 


.8 


1305.3 


352.4 


.8 


2094.2 


565.4 


.8 


3068.3 


828.4 


.9 


1319.3 


356.2 


.9 


2111.9 


570.2 


.9 


3089.7 


834.2 


18.0 


1333.3 


360.0 


23.0 


2129.6 


575.0 


28.0 


3111.1 


840.0 


.1 


1347.4 


363.8 


.1 


2147.4 


579.8 


.1 


3132.6 


845.8 


.2 


1361.6 


367.6 


.2 


2165.3 


584.6 


.2 


3154.2 


851.6 


.3 


1375.9 


371.5 


.3 


2183.3 


589.5 


.3 


3175.9 


857.5 


.4 


1390.2 


375.4 


.4 


2201.3 


594.4 


.4 


3197.6 


863.4 


.5 


1404.6 


379.3 


.5 


2219.4 


599.3 


.5 


32^9.4 

• 


869.3 


.6 


1419.1 


383.2 


.6 


2237.6 


604.2 


.6 


3241.3 


875.2 


.7 


1433.7 


387.1 


.7 


2255.9 


609.1 


.7 


3263.3 


881.1 


.8 


1448.3 


391.0 


.8 


2274.2 


614.0 


.8 


3285.3 


887.0 


.9 


1463.0 


305.0 


.9 


2292.6 


619.0 


.9 


3307.4 


893.0 


19.0 


1477.8 


399.0 


24.0 


2311.1 


624.0 


29.0 


3329.6 


899.0 


.1 


1492.6 


403.0 


.1 


2329.7 


629.0 


.1 


3351.9 


905.0 


.2 


1507.6 


407.0 


.2 


2.348.3 


634.0 


.2 


3374.2 


911.0 


.3 


1522.6 


411.1 


.3 


2367.0 


639.1 


.3 


3396.6 


917.1 


.4 


1537.6 


415.2 


.4 


2385.8 


644.2 


.4 


3419.1 


923.2 


.5 


1552.8 


419.3 


.5 


2404.6 


649.3 


.5 


3441.7 


929.3 


.6 


1568.0 


423.4 


.6 


2423.6 


654.4 


.6 


3464.3 


935.4 


.7 


1583.3 


427.5 


.7 


2442.6 


659.5 


.7 


3487 


941.5 


.8 


1598.7 


431.6 


.8 


2461.6 


664.6 


.8 


3509.8 


947.6 


.9 


1614.*! 


435.8 


.9 


2480.8 


669.8 


.9 


3532.6 


953.8 


20.0 


1629.6 


440.0 


25.0 


2500.0 


675.0 


30.0 


3555.6 


960.0 



6 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 : 1 

Crown 3 Feet 



Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 

inCrosB 

Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
infect 


Cubic 
Yda.Pter 
100 feet 


Sq.Ft. 
in Cross 
Section 


0.1 


1.15 


0.310 


5.1 


153.0 


41.3 


10.1 


490.0 


132.3 


.2 


2.37 


0.640 


.2 


157.9 


42.6 


.2 


498.7 


134.6 


.3 


3.67 


0.99 


.3 


162 .« 


44.0 


.3 


507.4 


137.0 


.4 


5.04 


1.36 


.4 


168.0 


45.4 


.4 


516.1 


139.4 


.5 


6.5 


1.75 


.5 


173.1 


46.8 


.5 


525.0 


141.8 


.6 


8.0 


2.16 


.6 


178.4 


48.2 


.6 


533.9 


144.2 


.7 


9.6 


2.59 


.7 


183.7 


49.6 


.7 


542.9 


146.6 


.8 


U.3 


3.04 


.8 


189.0 


51.0 


.8 


552.0 


149 


.9 


13.0 


3.51 


.9 


194.5 


52.5 


.9 


561.1 


151.5 


1.0 


14.8 


4.00 


6.0 


200.0 


54.0 


11.0 


570.4 


154.0 


.1 


16.7 


4.51 


.1 


205.6 


55.5 


.1 


579.7 


156.5 


.2 


18.7 


5.04 


.2 


211.3 


57.0 


.2 


589.0 


159.0 


.3 


20.7 


5.6 


.3 


217.0 


58.6 


.3 


598.5 


161.6 


.4 


22.8 


6.2 


.4 


222.8 


60.2 


.4 


608.0 


164.2 


.5 


25.0 


6.8 


.5 


228.7 


61.8 


.5 


617.6 


166.8 


.6 


27.3 


7.4 


.6 


234.7 


63.4 


.6 


627.3 


169.4 


.7 


29.6 


8.0 


.7 


240.7 


65.0 


.7 


637.0 


172.0 


.8 


32.0 


8.6 


.8 


246.8 


66.6 


.8 


646.8 


174.6 


.9 


34.5 


9.3 


.9 


253.0 


68 3 


.9 


656.7 


177.3 


2.0 


37.0 


10.0 


7.0 


;259.3 


70.0 


12.0 


666.7 


180.0 


.1 


39.7 


10.7 


.1 


265.6 


71.7 


.1 


676.7 


182.7 


.2 


42.4 


11.4 


.2 


272.0 


73.4 


.2 


686.8 


185.4 


.3 


45.1 


12.2 


.3 


278.5 


75.2 


.3 


697.0 


188.2 


.4 


48.0 


13.0 


.4 


285.0 


77.0 


.4 


707.3 


191.0 


.5 


50.9 


13.8 


.5 


291.7 


78.8 


.5 


717.6 


193.8 


.6 


. 53.9 


14.6 


.6 


298.4 


80.6 


.6 


728.0 


196.6 


.7 


57.0 


15.4 


.7 


305.1 


82.4 


.7 


738.5 


199.4 


.8 


60.1 


16 2 


.8 


312.0 


84.2 


.8 


749.0 


202.2 


.9 


63.4 


17.1 


.9 


318.9 


86.1 


.9 


759.7 


205.1 


3.0 


66.7 


18.0 


8.0 


325.9 


88.0 


13.0 


770.4 


208.0 


.1 


70.0 


18.9 


.1 


333.0 


89.9 


.1 


781.1 


210.9 


.2 


73.5 


19.8 


.2 


340.1 


91.8 


.2 


792.0 


213.8 


.3 


77.0 


20.8 


.3 


347.4 


93.8 


.3 


802.9 


216.8 


.4 


80.6 


21.8 


.4 


354.7 


95.8 


.4 


813.9 


219.8 


.5 


84.3 

• 


22.8 


.5 


362.0 


97.8 


.5 


825.0 


222.8 


.6 


88.0 


23.8 


.6 


369.5 


99.8 


.6 


836.1 


225.8 


.7 


91.8 


24.8 


.7 


377.0 


101.8 


.7 


847.4 


228.8 


.8 


95.7 


25.8 


.8 


384.6 


103.8 


.8 


858.7 


231.8 


.9 


99.7 


26.9 


.9 


392.3 


105.9 


.9 


870.0 


234.9 


4.0 


103.7 


28.0 


9.0 


400.0 


108.0 


14.0 


881.5 


238.0 


.1 


107 8 


29.1 


.1 


407.8 


110.1 


.1 


893.0 


241.1 


.2 


112.0 


30.2 


.2 


415 7 


112.2 


.2 


904.6 


244.2 


.3 


116.3 


31.4 


.3 


423.7 


114.4 


.3 


916.3 


247.4 


.4 


120.6 


32 6 


.4 


431.7 


116.6 


.4 


928.0 


250.6 


•5 


125.0 


33.8 


.5 


439.8 


118.8 


.5 


939.8 


253.8 


.6 


129.5 


35.0 


.6 


448.0 


121.0 


.6 


951.7 


257.0 


.7 


134.0 


36.2 


.7 


456.3 


123.2 


.7 


963.7 


260.2 


.8 


138.7 


37.4 


.8 


464.6 


125.4 


.8 


975.7 


263.4 


.9 


143.4 


38.7 


.9 


473.0 


127.7 


.9 


987.8 


266.7 


5.0 


148.1 


40.0 


10.0 


481.5 


130.0 


15.0 


1000.0 


270.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 

Crown 3 Feet 



Vertical 
Height 


Cubic 
Yds .Per 


Sq.Ft. 
inCroti 


Vfrt,irail 
Height 


Cubic 
Yda. Per 


So. Ft 
inCroM 


Vertical 
He^t 


Cubic 
Yds. Per 


So. Ft. 
inCroM 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


in feel 


100 feet 


Section 


15.1 


1012.3 


273.3 


20.1 


1719.7 


464.3 


25.1 


2612.3 


705.3 


.2 


1024.6 


276.6 


.2 


1735.7 


468.6 


.2 


2632.0 


710.6 


.3 


1037.0 


280.0 


.3 


1751 .8 


473.0 


.3 


2651.8 


716.0 


.4 


1049.5 


283.4 


.4 


1768.0 


477.4 


.4 


2671.7 


721.4 


.5 


1062.0 


286.8* 


.5 


1784.3 


481.8 


.5 


2691.7 


726.8 


.6 


1074.7 


290.2 


.6 


1800.6 


486.2 


.6 


2711.7 


732.2 


.7 


1087.4 


293.6 


.7 


1817.0 


490.6 


.7 


2731.8 


737.6 


.8 


1100.1 


297.0 


.8 


1833.5 


495.0 


.8 


2752.0 


743.0 


.9 


1113.0 


300.5 


.9 


1850.0 


499.5 


.9 


2772.3 


748.5 


16.0 


1125.9 


304.0 


21.0 


1866.7 


504:0 


26.0 


2792.6 


754.0 


.1 


1138.9 


307.5 


.1 


1883.4 


508.5 


.1 


2813.0 


759.5 


.2 


1152.0 


311.0 


.2 


1900.1 


513.0 


.2 


2833.5 


765.0 


.3 


1165.1 


314.6 


.3 


1917.0 


517.6 


.3 


2854.0 


770.6 


.4 


1178.4 


318.2 


.4 


1933.9 


522.2 


.4 


2874.7 


776.2 


.5 


1191.7 


321.8 


./5 


1950.9 


526.8 


.5 


2895.4 


781.8 


.6 


1205.0 


325.4 


.6 


1968.0 


531.4 


.6 


2916.1 


787.4 


.7 


1218.5 


329.0 


.7 


1985.1 


536.0 


.7 


2937.0 


793.0 


.8 


1232.0 


332.6 


.8 


2002.4 


540.6 


.8 


2957.9 


798.6 


.9 


1245.6 


336.3 


.9 


2019.7 


545.3 


.9 


2978.9 


804.3 


17.0 


1259.3 


340.0 


22.0 


2037.0 


550.0 


27.0 


3000.0 


810.0 


.1 


1273.0 


343.7 


.1 


2054.5 


554.7 


.1 


3021.1 


815.7 


.2 


1286.8 


347.4 


.2 


2072.0 


559.4 


v2 


3042.4 


821.4 


.3 


1300.7 


351.2 


.3 


2089.6 


564.2 


.3 


3063.7 


827.2 


.4 


1314.7 


355.0 


.4 


2107.3 


569.0 


.4 


3085.0 


833.0 


.5 


1328.7 


358.8 


.5 


2125.0 


573.8 


.5 


3106.5 


838.8 


.6 


1342.8 


362.6 


.6 


2142.8 


578.6 


.6 


3128.0 


844.6 


.7 


1357.0 


366.4 


.7 


2160.7 


583.4 


.7 


3149.6 


850.4 


.8 


1371.3 


370.2 


.8 


2178.7 


588.2 


.8 


3171.3 


856.2 


.9 


1385.6 


374.1 


.9 


2196.7 


593.1 


.9 


3193.0 


862.1 


18.0 


1400.0 


378.0 


23.0 


2214.8 


598.0 


28.0 


3214.8 


868.0 


.1 


1414.5 


381.9 


.1 


2233.0 


602.9 


.1 


3236.7 


873.9 


.2 


1429.0 


385.8 


.2 


2251.3 


607.8 


.2 


3258.7 


879.8 


.3 


1443.7 


389.8 


.3 


2269.6 


612.8 


.3 


3280.7 


885.8 


.4 


1458.4 


393.8 


.4 


2288.0 


617.8 


.4 


3302.8 


891.8 


.5 


1473.1 


397.8 


.5 


2306.5 


622.8 


.5 


3325.. 


897.8 


.6 


1488.0 


401.8 


.6 


2325.0 


627.8 


.6 


3347.3 


903.8 


.7 


1502.9 


405.8 


.7 


2343.7 


632.8 


.7 


3369.6 


909.8 


.8 


1517.9 


409.8 


.8 


2362.4 


637.8 


.8 


3392.0 


915.8 


.9 


1533.0 


413.9 


.9 


2381.1 


642.9 


.9 


3414.5 


921.9 


19.0 


1548.1 


418.0 


24.0 


2400.0 


648.0 


29.0 


3437.0 


928.0 


.1 


1563.4 


422.1 


.1 


2418.9 


653.1 


.1 


3459.7 


934.1 


.2 


1578.7 


426.2 


.2 


2437.9 


658.2 


.2 


3482.4 


940.2 


.3 


1594.0 


430.4 


.3 


2457.0 


663.4 


.3 


3505.1 


946.4 


.4 


1609.5 


434.6 


.4 


2476.1 


668.6 


.4 


3528.0 


952.6 


.5 


1625.0 


438.8 


.5 


2495.4 


673.8 


.5 


3550.9 


958.8 


.6 


1640.6 


443.0 


.6 


2514.7 


679.0 


.6 


3573.9 


965.0 


.7 


1656.3 


447.2 


.7 


2534.0 


684.2 


.7 


3597.0 


971.2 


.8 


1672.0 


451.4 


.8 


2553.5 


689.4 


.8 


3620.1 


977.4 


.9 


1687.8 


455.7 


.9 


2573.0 


694.7 


.9 


3643.4 


983.7 


20.0 


1703.7 


460.0 


25.0 


2592.6 


700.0 


30.0 


3666.7 


990.0 



8 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 

Crown 4 Feet 



Vertical 
Height 
in feet 


Cubic 
Y<ta.Per 
100 feet 


Sq.Ft. 
inCroas 
Section 


Vertical 
Height 
infect 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCroae 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds.Fte 
100 feet 


So. Ft 
inCroM 


0.1 


1.52 


0.410 


5.1 


171.9 


46.4' 


10.1 


527.4 


142.4 


.2 


3.11 


0.840 


.2 


177.2 


47.8 


.2 


536.4 


144.8 


.3 


4.78 


1.29 


.3 


182.6 


49.3 


.3 


545.5 


147.3 


.4 


6.52 


1.76 


.4 


188.0 


50.8 


.4 


554.7 


149.8 


.5 


8.3 


2.25 


.5 


193.5 


52.3 


• .5 


563.9 


152.3 


.6 


10.2 


2.76 


.6 


199.1 


53.. 8 


.6 


573.2 


154.8 


.7 


12.2 


3.29 


.7 


204.8 


55.3 


.7 


582.6 


157.3 


.8 


14.2 


3.84 


.8 


210.5 


56.8 


.8 


592.0 


159.8 


.9 


16.3 


4.41 


.9 


216.3 


58.4 


.9 


601.5 


162.4 


1.0 


18.5 


5.00 


6.0 


222.2 


60.0 


11.0 


611.1 


165.0 


.1 


20.8 


5.61 


.1 


228.2 


61.6 


.1 


620.8 


167.6 


.2^ 


23.1 


6.2 


.2 


234.2 


63.2 


.2 


630.5 


170.2 


.3 


25.5 


6.9 


.3 


240.3 


64.9 


.3 


640.3 


172.9 


.4 


28.0 


7.6 


.4 


246.5 


66.6 


.4 


650.2 


175.6 


.5 


30.6 


8.3 


.5 


252.8 


68.3 


.5 


660.2 


178.3 


.6 


33.2 


9.0 


.6 


259.1 


70.0 


.6 


670.2 


181.0 


.7 


35.9 


9.7 


.7 


265.5 


71.7 


.7 


680.3 


183.7 


.8 


38.7 


10.4 


.8 


272.0 


73.4 


.8 


690.5 


186.4 


.9 


41.5 


11.2 


.9 


278.6 


75.2 


.9 


700.8 


189.2 


2.0 


44.4 


12.0 


7.0 


285.2 


77.0 


12.0 


711.1 


192 


.1 


47.4 


12.8 


.1 


291.9 


78.8 


.1 


721.5 


194.8 


.2 


50.5 


13.6 


.2 


298.7 


80.6 


.2 


732.0 


197.6 


.3 


53.7 


14.5' 


.3 


305.5 


82.5 


.3 


742.6 


200.5 


.4 


56.9 


15.4 


.4 


312.4 


84.4 


.4 


753.2 


203.4 


.5 


60.2 


16.3 


.5 


319.4 


86.3 


.5 


763.9 


206.3 


.6 


63.6 


17.2 


.6 


326.5 


88.2 


.6 


774.7 


209.2 


.7 


67.0 


18.1 


.7 


333.7 


90.1 


.7 


785.5 


212.1 


.8 


70.5 


19.0 


.8 


340.9 


92.0 


.8 


796.4 


215.0 


.9 


74.1 


20.0 


.9 


348.2 


94.0 


.9 


807.4 


218.0 


3.0 


77.8 


21.0 


8.0 


355.6 


96.0 


13.0 


818.5 


221.0 


.1 


81.5 


22.0 


.1 


363.0 


98.0 


.1 


829.7 


224.0 


.2 


85.3 


23.0 ^ 


.2 


370.5 


100.0 


.2 


840.9 


227.0 


.3 


89.2 


24.1 


.3 


378.1 


102.1 


.3 


852.2 


230.1 


.4 


93.2 


25.2 


.4 


385.8 


104.2 


.4 


863.6 


233.2 


.5 


97.2 


26.3 


.5 


393.5 


106.3 


.5 


875.0 


236.3 


.6 


101.3 


27.4 


.6 


401.3 


108.4 


.6 


886.5 


239.4 


.7 


105.5 


28.5 


.7 


409.2 


110.5 


.7 


898.1 


242.5 


.8 


109.8 


29.6 


.8 


417.2 


112.6 


.8 


909.8 


245.6 


.9 


114.1 


30.8 


.9 


425.2 


114.8 


.9 


921.5 


248.8 


4.0 


118.5 


32.0 


9.0 


433.3 


117.0 


14.0 


933.3 


252.0 


.1 


123.0 


33.2 


.1 


441.5 


119.2 


.1 


945.2 


255.2 


.2 


127.6 


34.4 


.2 


449.8 


121.4 


.2 


957.2 


258.4 


.3 


132.2 


35.7 


.3 


458.1 


123.7 


.3 


969.2 


261.7 


.4 


136.9 


37.0 


.4 


466.5 


126.0 


.4 


981.3 


265.0 


.5 


141.7 


38.3 


.5 


475.0 


128.3 


.5 


993.5 


268.3 


.6 


146.5 


39.6 


.6 


483.6 


130.6 


.6 


1005.8 


271.6 


.7 


151.4 


40.9 


.7 


492.2 


132.9 


.7 


1018.1 


274.9 


.8 


156.4 


42.2 


.8 


500.9 


135,2 


.8 


1030.5 


278.2 


.9 


161.5 


43.6 


.9 


509.7 


137.6 


.9 


1043.0 


281.6 


5.0 


166.7 


45.0 


10.0 


518.5 


140.0 


15.0 


1055.6 


285.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



9 



TABLE I Side Slopes 1 : 1 

Crown 4 Feet 



Vertical 
Height 
infect 


Cubic 
Yda.IV 
100 feet 


Sq.Ft. 

inCroH 

Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Pt. 

inCroes 

Section 


Vertical 
Ha^t 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
inCroH 
Section 


15.1 


1068.2 


288.4 


20.1 


1794.1 


484.4 


25.1 


2705.2 


730.4 


.2 


1080.9 


291.8 


.2 


1810.5 


488.8 


.2 


2725.3 


735.8 


.3 


1093.7 


295.3 


.3 


1827.0 


493.3 


.3 


2745.5 


741.3 


.4 


1106.5 


298.8 


.4 


1843.6 


497.8 


.4 


2765.8 


746.8 


.5 


1119.4 


302.3 


.5 


1860.2 


502.3 


.5 


2786.1 


752.3 


.6 


1132.4 


305.8 


.6 


1876.9 


506.8 


.6 


2806.5 


757.8 


.7 


1145.5 


309.3 


.7 


1893.7 


511.3 


.7 


2827.0 


763.3 


.8 


1158.7 


312.8 


.8 


, 1910.5 


515.8 


.8 


2847.6 


768.8 


.9 


1171.9 


316.4 


.9 


1927.4 


520.4 


.9 


2868.2 


774.4 


16.0 


1185.2 


320.0 


21.0 


1944.4 


525.0 


26.0 


2888.9 


780.0 


.1 


1198.6 


323.6 


.1 


1961.5 


529.6 


.1 


2909.7 


785.6 


.2 


1212.0 


327.2 


.2 


1978.7 


534.2 


.2 


2930.5 


791.2 


.3 


1225.5 


330.9 


.3 


1995.9 


538.9 


.3 


2951.4 


796.9 


.4 


1239.1 


334.6 


.4 


2013.2 


543.6 


.4 


2972.4 


802.6 


.5 


1252.8 


338.3 


.5 


2030.6 


548.3 


.5 


2993.5 


808.3 


.6 


1266.5 


342.0 


.6 


2048.0 


553.0 


.6 


3014.7 


814.0 


.7 


1280.3 


345.7 


.7 


2065.5 


557.7 


.7 


3035.9 


819.7 


.8 


1294.2 


349.4 


.8 


2083.1 


562.4 


.8 


3057.2 


825.4 


.9 


1308.2 


353.2 


.9 


2100.8 


567.2 


.9 


3078.6 


831.2 


17.0 


1322.2 


357.0 


22.0 


2118.5 


572.0 


27.0 


3100.0 


837.0 


.1 


1336.3 


360.8 


.1 


2136.3 


576.8 


.1 


3121.5 


842.8 


.2 


1350.5 


364.6 


.2 


2154.2 


581.6 


.2 


3143.1 


848.6 


.3 


1364.8 


368.5 


.3 


2172.2 


586.5 


.3 


3164.8 


854.5 


.4 


1379.1 


372.4 


.4 


2190.2 


591.4 


.4 


3186.^ 


860.4 


.5 


1393.5 


376.3 


.5 


2208.3 


596.3 


.5 


3208.3 


866.3 • 


.6 


1408.0 


380.2 


.6 


2226.5 


601.2 


.6 


3230.2 


872.2 


.7 


1422.6 


384.1 


.7 


2244.8 


606.1 


.7 


3252.2 


878 1 


.8 


1437.2 


388.0 


.8 


2263.1 


611.0 


-8 


3274.2 


884.0 


.9 


1451.9 


392.0 


.9 


2281.5 


616.0 


.9 


3296.3 


890.0 


18.0 


1466.7 


396.0 


23.0 


2300.0 


621.0 


28.0 


3318.5 


896.0 


.1 


1481.5 


400.0 


.1 


2318.6 


626.0 


.1 


3340.8 


902.0 


.2 


1496.4 


404.0 


.2 


2337.2 


631.0 


.2 


3363.1 


908.0 


.3 


1511.4 


408.1 


.3 


2355.9 


636.1 


.3 


3385.5 


914.1 


.4 


1526.5 


412.2 


.4 


2374.7 


641.2 


.4 


3408.0 


920.2 


.5 


1541.7 


416.3 


.5 


2393.5 


646.3 


.5 


3430.6 


926.3 


.6 


1556.9 


420.4 


.6 


2412.4 


651.4 


.6 


3453.2 


932.4 


.7 


1572.2 


424.5 


.7 


2431.4 


656.5 


.7 


3475.9 


938.5 


.8 


1587.6 


428.6 


.8 


2450.5 


661.6 


.8 


3498.7 


944.6 


.9 


1603.0 


432.8 


.9 


2469.7 


666.8 


.9 


3521.5 


950.8 


19.0 


1618.5 


437.0 


24.0 


2488.9 


672.0 

• 


29.0 


3544.4 


957.0 


.1 


1634.1 


441.2 


.1 


2508.2 


677.2 


.1 


3567.4 


963.2 


.2 


1649.8 


445.4 


.2 


2527.6 


682.4 


.2 


3590.5 


969.4 


.3 


1665.5 


449.7 


.3 


2547.0 


687.7 


.3 


3613.7 


975.7 


.4 


1681.3 


454.0 


.4 


2566.5 


693.0 


.4 


3636.9 


982.0 


.5 


1697.2 


458.3 


.5 


2586.1 


698.3 


.5 


3660.2 


988.3 


.6 


1713.2 


462.6 


.6 


2605.8 


. 703.6 


.6 


3683.6 


994.6 


.7 


1729.2 


466.9 


.7 


2625.5 


708.9 


.7 


3707.0 


1000.9 


.8 


1745.3 


471.2 


.8 


2645.3 


714.2 


.8 


3730.5 


1007.2 


.9 


1761.5 


475.6 


.9 


2665.2 


719.6 


.9 


3754.1 


1013.6 


20.0 


1777.8 


480.0 


25.0 


2685.2 


725.0 


30.0 


3777.8 


1020.0 



10 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 : 1 

Crown 5 Feet 



Vertica] 
Height 


Cubic 
Yds. Per 


Sq.Ft. 
inCrosB 


Vertical 
Height 


Cubic 
Yda.Per 


So. Ft. 
inCroBB 


Vertical 
Height 


Cubic 
Yds. Per 


So. Ft. 
inCroM 


• • 

in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


infect 


100 feet 


Section 


0.1 


1.89 


0.51 


5.1 


190.8 


51.5 


10.1 . 


564.9 


152.5 


.2 


3.85 


1.04 


.2 


196.4 


53.0 


.2 


574.2 


155.0 


.3 


5.89 


1.59 


.3 


202.2 


54.6 


.3 


583.7 


157.6 


.4 


8.0 


2.16 


.4 


208.0 


56 2 


.4 


593.2 


160.2 


.5 


10.2 


2.75 


.5 


213.9 


57.8 


.5 


602.8 


162.8 


.6 


12.4 


3.36 


.6 


219.9 


59.4 


.6 


612.4 


165.4 


.7 


14.8 


3.99 


.7 


225.9 


61.0 


.7 


6'22.2 


168.0 


.8 


17.2 


4.64 


.8 


232.0 


'62.6 


.8 


632.0 


170.6 


.9 


19.7 


5.31 


.9 


238.2 


64.3 


.9 


641.9 


173.3 


1.0 


22.2 


6.0 


6.0 


244.4 


66.0 


11.0 


651.9 


176.0 


.1 


24.9 


6.7 


.1 


250.8 


67.7 


.1 


661.9 


178.7 


.2 


27.6 


7.4 


.2 


257.2 


69.4 


.2 


672.0 


181.4 


.3 


30.3 


8.2 


.3 


263.7 


71.2 


.3 


682.2 


184.2 


.4 


33.2 


9.0 


.4 


270.2 


73.0 


.4 


692.4 


187.0 


.5 


36.1 


9.8 


.5 


276.9 


74.8 


.5 


702.8 


189.8 


.6 


39.1 


10.6 


.6 


283.6 


76.6 


.6 


713.2 


192.6 


.7 


42.2 


11.4 


.7 


290.3 


78.4 


.7 


723.7 


195.4 


.8 


45.3 


12.2 


.8 


297.2 


80.2 


.8 


734.2 


198.2 


.9 


48.6 


13.1 


.9 


304.1 


82.1 


.9 


744.9 


201.1 


2.0 


51.9 


14.0 


7.0 


311.1 


84.0 


12.0 


755.6 


204.0 


.1 


55.2 


14.9 


.1 


318.2 


85.9 


.1 


766.3 


206.9 


.2 


58.7 


15.8 


.2 


325.3 


87.8 


.2 


777.2 


209.8 


.3 


62.2 


16.8 


.3 


332.6 


89.8 


.3 


788.1 


212.8 


.4 


65.8 


17.8 


.4 


339.9 


91.8 


.4 


799.1 


215.8 


.5 


69.4 


18.8 


.5 


347.2 


93.8 


.5 


810.2 


218.8 


.6 


73.2 


19.8 


.6 


354.7 


95.8 


.6 


821.3 


221.8 


.7 


77.0 


20.8 


.7 


362.2 


97.8 


.7 


832.6 


224.8 


.8 


80.9 


21.8 


.8 


369.8 


99.8 


.8 


843.9 


227.8 


.9 


84.9 


22.9 


.9 


377.4 


101.9 


.9 


855 2 


230.9 


3.0 


88.9 


24.0 


8.0 


385.2 


104.0 


13.0 


866.7 


234.0 


.1 


93.0 


25.1 


.1 


393.0 


106.1 


.1 


878.2 


237.1 


.2 


97.2 


26.2 


.2 


400.9 


108.2 


.2 


889.8 


240.2 


.3 


101.4 


27.4 


.3 


408.9 


110.4 


.3 


901.4 


243.4 


.4 


105.8 


28.6 


.4 


416.9 


112.6 


.4 


913.2 


246.6 


.5 


no. 2 


29.8 


.5 


425.0 


114.8 


.6 


925.0 


249.8 


.6 


114.7 


31.0 


. .6 


433.2 


117.0 


.6 


936.9 


253.0 


.7 


119.2 


32.2 


.7 


441.4 


119.2 


.7 


948.9 


256.2 


.8 


123.9 


33.4 


.8 


449.8 


121.4 


.8 


960.9 


259.4 


.9 


128.6 


34.7 


.9 


458.2 


123.7 


.9 


973.0 


262.7 


4.0 


133.3 


36.0 


9.0 


466.7 


126.0 


14.0 


985.2 


266.0 


.1 


138.2 


37.3 


.1 


475.2 


128.3 


.1 


997.4 


269.3 


.2 


143.1 


.38.6 


.2 


483.9 


130.6 


.2 


1009.8 


272.6 


.3 


148.1 


40.0 


.3 


492.6 


133.0 


.3 


1022.2 


276.0 


.4 


153.2 


41.4 


.4 


501.3 


135.4 


.4 


1034.7 


279.4 


.5 


158.3 


42.8 


.5 


510.2 


137.8 


.5 


1047.2 


282.8 


.6 


163.6 


44.2 


.6 


519.1 


140.2 


.6 


1059.9 


286.2 


.7 


168.9 


45.6 


.7 


528.1 


142.6 


.7 


1072.6 


289.6 


.8 


174.2 


47.0 


.8 


537.2 


145.0 


.8 


1085.3 


293.0 


.9 


179.7 


48.5 


.9 


546.3 


147.5 


.9 


1098.2 


296.5 


5.0 


185.2 


50.0 


10.0 


555.6 


150.0 


15.0 


1111.1 


300.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



11 



TABLE I Side Slopes 1 : 1 

Crown 5 Feet 



Vertical 
Height 
in feet 


Cubie 
Yds. Pfer 
100 feet 


8q. Ft. 

inCrosB 

Seotion 


Vertical 
Height 
in feet 


Cubio 

Yds. Pm- 

100 feet 


Sq. Ft. 
in Crofls 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
inCrofls 
Section 


15.1 


1124.1 


303.5 


20.1 


1868.6 


504.5 


25.1 


2798.2 


755.5 


.2 


1137.2 


307.0 


.2 


1885.3 


509.0 


.2 


2818.7 


761.0 


.3 


1150.3 


310.6 


.3 


1902.2 


513.6 


.3 


2839.2 


766.6 


.4 


1163.6 


314.2 


.4 


1919.1 


518.2 


.4 


2859.9 


772.2 


.5 


1176.9 


317.8 


.5 


1936.1 


522.8 


.5 


2880.6 


777.8 


.6 


1190.2 


321.4 


.6 


1953.2 


527.4 


.6 


2901.3 


783.4 


.7 


1203.7 


325.0 


.7 


1970.3 


532.0 


.7 


2922.2 


789.0 


.8 


1217.2 


328.6 


.8 


1987.6 


536.6 


.8 


2943.1 


794.6 


.9 


1230.8 


332.3 


.9 


2004 9 


541 3 


.9 


2964.1 


800.3 


16.0 


1244.4 


336.0 


21.0 


2022.2 


546.0 


26.0 


2985.2 


806.0 


.1 


1258.2 


339.7 


.1 


2039.7 


550.7 


.1 


3006.3 


811.7 


.2 


1272.0 


343.4 


.2 


2057.2 


555.4 


.2 


3027.6 


817.4 


.3 


1285.9 


347.2 


.3 


2074.8 , 


560.2 


.3 


3048.9 


823.2 


.4 


1299.9 


351.0 


.4 


2092.4 


565.0 


.4 


3070.2 


829.0 


.5 


1313.9 


354.8 


.5 


2110.2 


569.8 


.5 


3091.7 


834.8 


.6 


1328.0 


358.6 


.6 


2128.0 


574.6 


.6 


3113.2 


840.6 


.7 


1342.2 


362.4 


.7 


2145.9 


579.4 


.7 


3134.8 


846.4 


.8 


1356.4 


366.2 


.8 


2163.9 


584.2 


.8 


3156.4 


852.2 


.9 


1370.8 


370.1 


.9 


2181.9 


589.1 


.9 


3178.2 


858.1 


17.0 


1385.2 


374.0 


22.0 


2200.0 


594.0 


27.0 


3200. 


864.0 


.1 


1399.7 


377.9 


.1 


2218.2 


598.9 


.1 


3221.9 


869.9 


. .2 


1414.2 


381.8 


.2 


2236.4 


603.8 


.2 


3243.9 


875.8 


.3 


1428.9 


385.8 


.3 


2254.8 


608.8 


.3 


3265.9 


881.8 


.4 


1443.6 


389.8 


.4 


2273.2 


613.8 


.4 


3288.0 


887.8 


.5 


1458.3 


393.8 


.5 


2291.7 


618.8 


.5 


3310.2 


893.8 


.6 


1473.2 


397.8 


.6 


2310.2 


623.8 


.6 


33,32.4 


899.8 


.7 


1488.1 


401.8 


.7 


2328.9 


628.8 


.7 


3354.8 


905.8 


.8 


1503.1 


• 405.8 


.8 


2347.6 


633.8 


.8 


3377.2 


911.8 


.9 


1518.2 


409.9 


.9 


2366.3 


638.9 


.9 


3399.7 


917.9 


18.0 


1533.3 


414.0 


23.0 


2385.2 


644.0 


28.0 


3422.2 


924.0 


.1 


1548.6 


418.1 


.1 


2404.1 


649.1 


.1 


3444.9 


930.1 


.2 


1563.9 


422 2 


.2 


2423.1 


654.2 


.2 


3467.6 


936.2 


.3 


1579.2 


426.4 


.3 


2442.2 


659.4 


.3 


3490.3 


942.4 


.4 


1594.7 


430.6 


.4 


2461.3 


664.6 


.4 


3513.2 


948.6 


.5 


1610.2 


434.8 


.5 


2480.6 


669.8 


.5 


3536.1 


954.8 


.6 


1625.8 


439.0 


.6 


2499.9 


675.0 


.6 


3559.1 


961.0 


.7 


1641.4 


443.2 


.7 


2519.2 


680.2 


.7 


3582.2 


967.2 


.8 


1657.2 


447.4 


.8 


2538.7 


685.4 


.8 


3605.3 


973.4 


.9 


1673.0 


451.7 


.9 


2558.2 


690.7 


.9 


3628.6 


979.7 


19.0 


1688.9 


456.0 


24.0 


2577.8 


696.0 


29.0 


3651.9 


986.0 


.1 


1704.9 


« 

460.3 


.1 


2597.4 


701.3 


.1 


3675.2 


992.3 


.2 


1720.9 


464.6 


.2 


2617 2 


706.6 


.2 


3698.7 


998.6 


.3 


1737.0 


469.0 


.3 


2637.0 


712.0 


.3 


3722.2 


1005.0 


.4 


1753.2 


473.4 


.4 


2656.9 


717.4 


.4 


3745.8 


1011.4 


.5 


1769.4 


477.8 


.5 


2676.9 


. 722.8 


.5 


3769.4 


1017.8 


.6 


1785.8 


482.2 


.6 


2696.9 


728.2 


.6 


3793.2 


1024.2 


.7 


1802.2 


486.6 


.7 


2717.0 


733.6 


.7 


3817.0 


1030.6 


.8 


1818.7 


491.0 


.8 


2737.2 


739.0 


.8 


3840.9 


1037.0 


.9 


1835.2 


495.5 


.9 


2757.4 


744.5 


.9 


3864.9 


1043 5 


20.0 


1851.9 


500.0 


25.0 


2777.8 


750.0 


30.0 


3888.9 


1050/ 



12 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 : 1 

Crown 6 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft 
inCroM 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
inCroos 
Section 


Vertical 
Height 
in feet 


Cubic 
Yda.Pw 
100 feet 


8q.Ft 
inCroM 
Section 


0.1 


2.26 


0.61 


5.1 


209.7 


56.6 


10.1 


602.3 


162.6 


.2 


4.59 


1.24 


.2 


215.7 


58.2 


.2 


612.0 


165 2 


.3 


7.00 


1.89 


.3 


221.8 


59.9 


.3 


621.8 


167.9 


.4 


9.5 


2.56 


.4 


228.0 


61.6 


.4 


631.7 


170.6 


.5 


12.0 


3.25 


.5 


234.3 


63.3 


.5 


641.7 


173.3 


.6 


14.7 


3.96 


.6 


240.6 


65.0 


.6 


651.7 


176.0 


.7 


17.4 


4.69 


.7 


247.0 


66.7 


.7 


661.8 


178.7 


.8 


20.1 


5.44 


.8 


253.5 


68.4 


.8 


672.0 


181.4 


.9 


23.0 


6.2 


.9 


260.0 


70.2 


.9 


682.3 


184.2 


1.0 


25.9 


7.0 


6.0 


266.7 


72.0 


no 


692.6 


187.0 


.1 


28.9 


7.8 


.1 


273.4 


73.8 


.1 


703.0 


189.8 


.2 


32.0 


8.6 


.2 


280.1 


75.6 


.2 


713.5 


192.6 


.3 


35.1 


9.5 


.3 


287.0 


77.5 


.3 


724.0 


195.5 


.4 


38.4 


10.4 


.4 


293.9 


79.4 


.4 


734.7 


198.4 


.5 


41.7 


11.3 


.5 


300.9 


81.3 


.5 


745.4 


201.3 


.6 


45.0 


12.2 


.6 


308.0 


83.2 


.6 


756.1 


204.2 


.7 


48.5 


13.1 


.7 


315.1 


85.1 


.7 


767.0 


207.1 


.8 


52.0 


14.0 


.8 


322.4 


87.0 


.8 


777.9 


210.0 


.9 


55.6 


15.0 


.9 


329.7 


89.0 


.9 


788.9 


213.0 


2.0 


59.3 


16.0 


7.0 


337.0 


91.0 


12.0 


800.0 


216.0 


.1 


63.0 


17.0 


.1 


344.5 


93.0 


.1 


811.1 


219.0 


.2 


66.8 


18.0 


.2 


352.0 


95.0 


.2 


822.4 


222.0 


.3 


70.7 


19.1 


.3 


359.6 


97.1 


.3 


833.7 


225.1 


.4 


74.7 


20.2 


.4 


367.3 


99.2 


.4 


845.0 


228.2 


.5 


78.7 


21.3 


.5 


375.0 


101.3 


.5 


856.5 


231.3 


.6 


82.8 


22.4 


.6 


382.8 


103.4 


.6 


868.0 


234.4 


.7 


87.0 


23.5 


.7 


390.7 


105.5 


.7 


879.6 


237.5 


.8 


91.3 


24.6 


.8 


398.7 


107.6 


.8 


•891.3 


240.6 


.9 


95.6 


25.8 


.9 


406.7 


109.8 


.9 


903.0 


243.8 


3.0 


100.0 


27.0 


8.0 


414.8 


112.0 


13.0 


914.8 


247.0 


.1 


104.5 


28.2 


.1 


423.0 


114.2 


.1 


926.7 


250.2 


.2 


109.0 


29.4 


.2 


431.3 


116.4 


.2 


938.7 


253.4 


.3 


113.7 


30.7 


.3 


439.6 


118.7 


.3 


950.7 


256.7 


.4 


118.4 


32.0 


.4 


448.0 


121.0 


.4 


962.8 


260.0 


.5 


123.1 


33.3 


.5 


456.5 


123.3 


.5 


975.0 


263.3 


.6 


128.0 


34.6 


.6 


465.0 


125.6 


.6 


987.3 


266.6 


.7 


132.9 


35.9 


.7 


473.7 


127.9 


.7 


999.6 


269.9 


.8 


137.9 


37.2 


.8 


482.4 


130.2 


.8 


1012.0 


273.2 


.9 


143.0 


38.6 


.9 


491.1 


132.6 


.9 


1024.5 


276.6 


4.0 


148.1 


40.0 


9.0 


500.0 


135.0 


14.0 


1037.0 


280.0 


.1 


•153.4 


41.4 


.1 


508.9 


137.4 


.1 


1049.7 


283.4 


.2 


158.7 


42 8 


.2 


517.9 


139.8 


.2 


1062.4 


286.8 


.3 


164.0 


44.3 


.3 


527.0 


142.3 


.3 


1075.1 


290.3 


.4 


169.5 


45.8 


.4 


536.1 


144.8 


.4 


1088.0 


293.8 


.5 


175.0 


47.3 


.5 


. 545.4 


147.3 


.5 


1100.9 


297.3 


.6 


180.6 


48.8 


.6 


554.7 


149.8 


.6 


1113.9 


300.8 


.7 


186.3 


50.3 


.7 


564.0 


152.3 


.7 


1127.0 


304.3 


.8 


192.0 


51.8 


.8 


573.5 


154.8 


.8 


1140.1 


307.8 


.9 


197.8 


53.4 


.9 


583.0 


157.4 


.9 


1153.4 


311.4 


5.0 


203.7 


55.0 


10.0 


592.6 


160.0 


15.0 


1166.7 


315.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



13 



TABLE I Side Slopes 1 

Crown 6 Feet 



Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


So. Ft 
inCroee 
Section 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


8q. Ft. 
in CroBB 
Section 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft. 
inCroiB 
Section 


15.1 


1180.0 


318.6 


20.1 


1943.0 


524.6 


25.1 


2891.1 


780.6 


.2 


1193.5 


322.2 


.2 


1960.1 


529.2 


.2 


2912.0 


786.2 


.3 


1207.0 


325.9 


.3 


1977.4 


533.9 


.3 


2932.9 


791.9 


.4 


1220.6 


329.6 


.4 


1994.7 


538.6 


.4 


2953.9 


797.6 


.5 


1234.3 


333.3 


.5 


2012.0 


543.3 


.5 


2975.0 


803.3 


.6 


1248.0 


337.0 


.6 


2029.5 


548.0 


.6 


2996.1 


809.0 


.7 


1261.8 


340.7 


.7 


2047.0 


552.7 


.7 


3017.4 


814.7 


.8 


1275.7 


344.4 


.8 


2064.6 


557.4 


.8 


3038.7 


820.4 


.9 


1289.7 


348.2 


.9 


2082.3 


562.2 


.9 


3060.0 


826.2 


16.0 


1303.7 


352.0 


21.0 


2100.0 


567.0 


26.0 


3081.5 


832.0 


.1 


1317.8 


355.8 


.1 


2117.8 


571.8 


.1 


3103.0 


837.8 


.2 


1332.0 


359.6 


.2 


2135.7 


576.6 


.2 


3124.6 


843.6 


.3 


1346.3 


363.5 


.3 


2153.7 


581.5 


.3 


3146.3 


849.5 


.4 


1360.6 


367.4 


.4 


2171.7 


586.4 


.4 


3168.0 


855.4 


.5 


1375.0 


371.3 


.5 


2189.8 


591.3 


.5 


3189.8 


861.3 


.6 


1389.5 


375.2 


.6 


2208.0 


596.2 


.6 


3211.7 


867.2 


.7 


1404.0 


379.1 


.7 


2226.3 


601.1 


.7 


3233.7 


873.1 


.8 


1418.7 


383.0 


.8 


2244.6 


606.0 


.8 


3255.7 


879.0 


.9 


1433.4 


387.0 


.9 


2263.0 


611.0 


.9 


3277.8 


885.0 


17.0 


1448.1 


391.0 


22.0 


2281.5 


616.0 


27.0 


3300.0 


891.0 


.1 


1463.0 


395.0 


.1 


2300.0 


621.0 


.1 


3322.3 


897.0 


.2 


1477.9 


399.0 


.2 


2318.7 


626.0 


.2 


3344.6 


903.0 


.3 


1492.9 


403.1 


.3 


2337.4 


631.1 


.3 


3367.0 


909.1 


.4 


1508.0 


407.2 


.4 


2356.1 


636.2 


.4 


3389.5 


915.2 


.5 


1523.1 


411.3 


.5 


2375.0 


641.3 


.5 


3412.0 


921.3 


.6 


1538.4 


415.4 


.6 


2393.9 


646.4 


.6 


3434.7 


927.4 


.7 


1553.7 


419.5 


.7 


2412.9 


651.5 


.7 


3457.4 


933.5 


.8 


1569.0 


423.6 


.8 


2432.0 


656.6 


.8 


3480.1 


939.6 


.9 


1584.5 


427.8 


.9 


2451.1 


661.8 


.9 


3503.0 


945.8 


18.0 


1600.0 


432.0 


23.0 


2470.4 

• 


667.0 


28.0 


3525.9 


952.0 


.1 


1615.6 


436.2 


.1 


2489.7 


672.2 


.1 


3548.9 


958.2 


.2 


1631.3 


440.4 


.2 


2509.0 


677.4 


.2 


3572.0 


964.4 


.3 


1647.0 


444.7 


.3 


2528.5 


682.7 


.3 


3595.1 


970.7 


.4 


1662.8 


449.0 


.4 


2548.0 


688.0 


.4 


3618.4 


977.0 


.5 


1678.7 


453.3 


.5 


2567.6 


693.3 


.5 


3641.7 


983.3 


.6 


1694.7 


457.6 


.6 


2587.3 


698.6 


.6 


3665.0 


989.6 


.7 


1710.7 


461.9 


.7 


2607.0 


703.9 


.7 


3688.5 


995.9 


.8 


1726 8 


466.2 


.8 


2626.8 


709.2 


.8 


3712.0 


1002.2 


.9 


1743.0 


470.6 


.9 


2646.7 


714.6 


.9 


3735.6 


1008.6 


19.0 


1759.3 


475.0 


24.0 


2666.7 


720.0 


29.0 


3759.3 


1015.0 


.1 


1775.6 


479.4 


.1 


2686.7 


725.4 


.1 


3783.0 


1021.4 


.2 


1792.0 


483.8 


.2 


2706.8 


730.8 


.2 


3806.8 


1027.8 


.3 


1808.5 


488.3 


.3 


2727.0 


736.3 


.3 


3830.7 


1034.3 


.4 


1825.0 


492.8 


.4 


2747.3 


741.8 


.4 


3854.7 


1040.8 


.5 


1841.7 


497.3 


.5 


2767.6 


747.3 


.5 


3878.7 


1047.3 


.6 


1858.4 


501.8 


.6 


2788.0 


752.8 


.6 


3902.8 


1053.8 


.7 


1875.1 


506.3 


.7 


2808.5 


758.3 


.7 


. 3927.0 


1060.3 


.8 


1892.0 


510.8 


.8 


2829.0 


763.8 


.8 


3951.3 


1066.8 


.9 


1908.9 


515.4 


.9 


2849.7 


769.4 


.9 


3975.6 


1073.4 


20.0 


1925.9 


520.0 


25.0 


2870.4 


775.0 


30.0 


4000.0 


1080.0 



14 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 

Crown 7 Feet 



Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 
inCroea 
Section 


Vertical 
Height 
in feet 


Cubic 

Yd8.Per 

100 feet 


Sq. Ft. 
inCroos 
Section 


Vertical 
Height 
in feet 


Cubic 
Yd8,Pfer 
100 feet 


Sq.Ft. 
in Croas 
Section 


0.1 


2.63 


0.71 


5.1 


228.6 


61.7 


10.1 


639.7 


172.7 


.2 


5.33 


1.44 


.2 


235.0 


63.4 


.2 


649.8 


175.4 


.3 


8.1 


2.19 


.3 


241.4 


65.2 


v3 


660.0 


178.2 


.4 


11.0 


2.96 


.4 


248.0 


67.0 


.4 


670.2 


181.0 


.5 


13.9 


3.75 


.5 


254.6 


68.8 


.6 


680.6 


183.8 


.6 


16.9 


4.56 


.6 


261.3 


70.6 


.6 


691.0 


186.6 


.7 


20.0 


5.39 


.7 


268.1 


72.4 


.7 


701.4 


189 4 


.8 


23.1 


6.2 


.8 


275.0 


74.2 


.8 


712.0 


192.2 


.9 


26.3 


7.1 


.9 


281.9 


76.1 


.9 


722.6 


195 1 


1.0 


29.6 


8.0 


6.0 


288.9 


78.0 


11.0 


733.3 


198.0 


.1 


33.0 


8.9 


.1 


296.0 


79.9 


.1 


744.1 


200.9 


.2 


36.4 


9.8 


.2 


303.1 


81.8 


.2 


755.0 


203 8 


.3 


40.0 


10.8 


.3 


310.3 


83.8 


.3 


765.9 


206.8 


.4 


43.6 


11.8 


.4 


317.6 


85.8 


.4 


776.9 


209.8 


.5 


47.2 


12.8 


.5 


325.0 


87.8 


.5 


788.0 


212.8 


.6 


51.0 


13.8 


.6 


332.4 


89.8 


.6 


799.1 


215.8 


.7 


54.8 


14.8 


.7 


340.0 


91.8 


.7 


810.3 


218.8 


.8 


58.7 


15.8 


.8 


347.6 


93.8 


.8 


821.6 


221.8 


.9 


62.6 


16.9 


.9 


355.2 


95.9 


.9 


833.0 


224.9 


2.0 


66.7 


18.0 


7.0 


363.0 


98.0 


12.0 


844.4 


228.0 


.1 


70.8 


19.1 


.1 


370.8 


100.1 


.1 


856.0 


231 1 


.2 


75.0 


20.2 


.2 


378.7 


102.2 


.2 


867.6 


234.2 


.3 


79.2 


21.4 


.3 


386.6 


104.4 


.3 


'9.2 


237 4 


.4 


83.6 


22.6 


.4 


394.7 


106.6 


• .4 


891.0 


240.6 


.5 


88.0 


23.8 


.5 


402.8 


108.8 


.5 


902.8 


243.8 


.6 


92.4 


25.0 


.6 


411.0 


111.0 


.6 


914.7 


247.0 


.7 


97.0 


26.2 


.7 


419.2 


113.2 


.7 


926.6 


250.2 


.8 


101.6 


27.4 


.8 


427.6 


115.4 


.8 


938.7 


253.4 


.9 


106.3 


28.7 


.9 


436.0 


117.7 


.9 


950.8 


256.7 


3.0 


111.1 


30.0 


8.0 


444.4 


120.0 


13.0 


963.0 


260.0 


.1 


116.0 


31.3 


.1 


453.0 


122.3 


.1 


975.2 


263.3 


.2 


120.9 


32.6 


.2 


461.6 


124.6 


.2 


987.6 


266.6 


.3 


125.9 


34.0 


.3 


470.3 


127.0 


.3 


1000.0 


270.0 


.4 


131.0 


35.4 


.4 


479.1 


129.4 


.4 


1012.4 


273.4 


.5 


136.1 


36.8 


.5 


488.0 


131.8 


.5 


1025.0 


276.8 


.6 


141.3 


38.2 


.6 


496.9 


134.2 


.6 


1037.6 


280 2 


.7 


146.6 


39.6 


.7 


505.9 


136.6 


.7 


1050.3 


283.6 


.8 


152.0 


41.0 


.8 


515.0 


139.0 


.8 


1063.1 


. 287.0 


.9 


157.4 


42.5 


.9 


524.1 


141.5 


.9 


1076.0 


290.5 


4.0 


163.0 


44.0 


9.0 


533.3 


144.0 


14.0 


1088.9 


294.0 


.1 


168.6 


45.5 


.1 


542 . 6 


146.5 


.1 


1101.9 


297.5 


.2 


174.2 


47.0 


.2 


552.0 


149.0 


. .2 


1115.0 


301.0 


.3 


180.0 


48.6 


.3 


561.4 


151.6 


.3 


1128.1 


304 6 


.4 


185.8 


50.2 


.4 


571.0 


154.2 


.4 


1141.3 


308.2 


.5 


191.7 


51.8 


.5 


580.6 


156.8 


.5 


1154.6 


311.8 


.6 


197.6 


53.4 


.6 


590.2 


159.4 


.6 


1168.0 


315.4 


.7 


203.7 


55.0 


.7 


600.0 


162.0 


.7 


1181.4 


319.0 


.8 


209.8 


56.6 


.8 


609.8 


164 6 


.8 


1195.0 


322.6 


.9 


216.0 


58.3 


.9 


619.7 


167.3 


.9 


1208.6 


326.3 


5.0 


222.2 


60.0 


10.0 


6?9 . 6 


170.0 


15.0 


1222.2 


330.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



15 



TABLE I Side Slopes 1:1 

Crown 7 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
YW«.Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
Infeet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


1 
15.1 


1236.0 


333.7 


20.1 


2017.4 


544.7 


25.1 


2984.1 


805.7 


.2 


1249.8 


337.4 


.2 


2035.0 


549.4 


.2 


3005.3 


811.4 


.3 


1263.7 


341.2 


.3 


2052.6 


554.2 


.3 


3026.6 


817.2 


.4 


1277.6 


345.0 


.4 


2070.2 


559.0 


.4 


3048.0 


823.0 


.5 


1291.7 


348.8 


.5 


2088.0 


563.8 


.5 


3069.4 


828.8 


.6 


1305.8 


352.6 


.6 


2105.8 


568.6 


.6 


3091.0 


834.6 


.7 


1320.0 


356.4 


.7 


2123.7 


573.4 


.7 


3112.6 


840.4 


.8 


1334.2 


360.2 


.8 


2141.6 


578.2 


.8 


3134.2 


846.2 


.9 


1348.6 


364.1 


.9 


2159.7 


583.1 


.9 


3156.0 


852.1 


16.0 


1363.0 


368.0 


21.0 


2177.8 


588.0 


26.0 


3177.8 


858.0 


.1 


1377.4 


371.9 


.1 


2196.0 


592.9 


.1 


3199.7 


863.9 


.2 


1392.0 


375.8 


.2 


2214.2 


597.8 


.2 


3221.6 


869.8 


.3 


1406.6 


379.8 


.3 


2232.6 


602.8 


.3 


3243.7 


875.8 


.4 


1421.3 


383.8 


.4 


2251.0 


607.8 


.4 


3265.8 


881.8 


.5 


1436.1 


387.8 


.5 


2269.4 


612.8 


.5 


3288.0 


887.8 


.6 


1451.0 


391.8 


.6 


2288.0 


617.8 


.6 


3310.2 


893.8 


.7 


1465.9 


395.8 


.7 


2306.6 


622.8 


.7 


3332.6 


899.8 


.8 


1480.9 


399.8 


.8 


2325.3 


627.8 


.8 


3355.0 


905.8 


.9 


1496.0 


403.9 


.9 


2344.1 


632.9 


.9 


3377.4 


911.9 


17.0 


1511.1 


408.0 


22.0 


2363.0 


638.0 


27.0 


3400.0 


918.0 


.1 


1526.3 


412.1 


.1 


2381.9 


643.1 


.1 


3422.6 


924.1 


.2 


1541.6 


416.2 


.2 


2400.9 


648.2 


.2 


3445.3 


930.2 


.3 


1557.0 


420.4 


.3 


2420.0 


653.4 


.3 


3468.1 


936.4 


.4 


1572.4 


424.6 


.4 


2439.1 


658.6 


.4 


3491.0 


942.6 


.5 


1588.0 


428.8 


.5 


2458.3 


663.8 


.5 


3513.9 


948.8 


.6* 


1603.6 


433.0 


.6 


2477.6 


669*0 


.6 


3536.9 


955.0 


.7 


1619.2 


437.2 


.7 


2497.0 


674.2 


.7 


3560.0 


961.2 


.8 


1635.0 


441.4 


.8 


2516.4 


679.4 


.8 


3583.1 


967.4 


.9 


1650.8 


445.7 


.9 


2536.0 


684.7 


.9 


3606.3 


973.7 


18.0 


, 1666.7 


450.0 


23.0 


2555.6 


690.0 


28.0 


3629.6 


980.0 


.1 


1682.6 


454.3 


.1 


2575.2 


695.3 


.1 


3653.0 


986.3 


.2 


1698.7 


458.6 


.2 


2595.0 


700.6 


.2 


3676.4 


992.6 


.3 


1714.8 


463.0 


.3 


2614.8 


706.0 


.3 


3700.0 


999.0 


.4 


1731.0 


467.4 


.4 


2634.7 


711.4 


.4 


3723.6 


1005.4 


.5 


1747.2 


471.8 


.5 


2654.6 


716.8 


.5 


3747.2 


1011.8 


.6 


1763.6 


476.2 


.6 


2674.7 


722.2 


.6 


3771.0 


1018.2 


.7 


1780.0 


480.6 


.7 


2694.8 


727.6 


.7 


3794.8 


1024.6 


.8 


1796.4 


485.0 


.8 


2715.0 


733.0 


.8 


3818.7 


1031.0 


.9 


1813.0 


489.5 


.9 


2735.2 


738.5 


.9 


3842.6 


1037.5 


19.0 


1829.6 


494.0 


24.0 


2755.6 


744.0 


29.0 


3866.7 


1044.0 


.1 


1846.3 


498.5 


.1 


2776.0 


749.5 


.1 


3890.8 


1050.5 


.2 


1863.1 


S03.0 


.2 


2796.4 


755.0 


.2 


3915.0 


1057.0 


.3 


1880.0 


507.6 


.3 


2817.0 


760.6 


.3 


3939.2 


1063.6 


.4 


1896.9 


512.2 


.4 


2837.6 


766.2 


.4 


3963.6 


1070.2 


.5 


1913.9 


516.8 


.5 


2858.3 


771.8 


.5 


3988.0 


1076.8 


.6 


1931.0 


521.4 


.6 


2879.1 


777.4 


.6 


4012.4 


1083.4 


.7 


1948.1 


526.0 


.7 


2900.0 


783.0 


.7 


4037.0 


1090.0 


.8 


1965.3 


530.6 


.8 


2920.9 


788.6 


.8 


4061.6 


1096.6 


.9 


1982.6 


535.3 


.9 


2941.9 


794.3 


.9 


4086.3 


1103.3 


20.0 


2Q0O.O 


540.0 


25.0 


2963.0 


800.0 


30.0 


4111.1 


1110.0 



16 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 

Crown 8 Feet 



Vertical 
Height 
in feet 


Cubic 
Yde.Pte 
100 feet 


8q.Pt. 

inCroM 

Section 


Vftrtical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 

inCitMB 

Section 


Vertiosl 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Pt 
inCnw 
Seetioo 


0.1 


3.00 


0.81 


5.1 


247.4 


66.8 


10.1 


677.1 


182.8 


.2 


6.07 


1.64 


.2 


254.2 


68.6 


.2 


687.6 


185.6 


.3 


9.2 


2.49 


.3 


261.1 


70.5 


.3 


698.1 


188.5 


.4 


12.4 


3.36 


.4 


268.0 


72.4 


.4 


708.7 


191.4 


.5 


15.7 


4.25 


.5 


275.0 


74.3 


.5 


719.4 


194.3 


.6 


19.1 ' 


5.16 


.6 


282.1 


76.2 


.6 


730.2 


197.2 


.7 


22.6 


6.1 


.7 


289.2 


78.1 


.7 


741.1 


200.1 


.8 


26.1 


7.0 


.8 


296.4 


80.0 


.8 


752.0 


203.0 


.9 


29.7 


8.0 


.9 


303.7 


82.0 


.9 


763.0 


206.0 


1.0 


33.3 


9.0 


6.0 


311.1 


84.0 


11.0 


774.1 


209.0 


.1 


37.1 


10.0 


.1 


318.6 


86.0 


.1 


785.2 


212.0 


.2 


40.9 


11.0 


.2 


326.1 


88.0 


.2 


796.4 


215.0 


.3 


44.8 


12.1 


.3 


333.7 


90.1 


.3 


807.7 


218.1 


.4 


48.7 


13.2 


.4 


341.3 


92.2 


.4 


819.1 


221.2 


.5 


52.8 


14.3 


.5 


349.1 


94.3 


.5 


830.6 


224.3 


.6 


56.9 


15.4 


.6 


356.9 


96.4 


.6 


842.1 


227.4 


.7 


61.1 


16.5 


.7 


364.8 


98.5 


.7 


853.7 


230.5 


.8 


65.3 


17.6 


.8 


372.7 


100.6 


.8 


865.3 


233.6 


.9 


69.7 


18.8 


.9. 


380.8 


102.8 


.9 


877.1 


236.8 


2.0 


74.1 


20.0 


7.0 


388.9 

% 


105.0 


12.0 


888.9 


240.0 


.1 


78.6 


21.2 


.1 


397.1 


107.2 


.1 


900.8 


243.2 


.2 


83.1 


22.4 


.2 


405.3 


109.4 


.2 


912.7 


246.4 


.3 


87.7 


23.7 


.3 


413.7 


111.7 


.3 


924.8 


249.7 


.4 


92.4 


25.0 


.4 


422.1 


114.0 


.4 


936.9 


253.0 


.5 


97.2 


26.3 


.5 




430.6 


116.3 


.5 


949.1 


256.3 


.6 


102.1 


27.6 


.6 


439.1 


118.6 


.6 


961.3 


259.6 


.7 


107.0 


28.9 


.7 


447.7 


120.9 


.7 


973.7 


262.9 


.8 


112.0 


30.2 


.8 


456.4 


123.2 


.8 


986.1 


266.2 


.9 


117.1 


31.6 


.9 


465.2 


125.6 


.9 


998.6 


269.6 


3.0 


122.2 


33.0 


8.0 


474.1 


128.0 


13.0 


1011.1 


273.0 


.1 


127.4 


34.4 


.1 


483.0 


130.4 


.1 


1023.7 


276.4 


.2 


132.7 


35.8 


.2 


492.0 


132.8 


.2 


1036.4 


279.8 


.3 


138.1 


37.3 


.3 


501.1 


135.3 


.3 


1049.2 


283.3 


.4 


143.6 


38.8 


.4 


510.2 


137.8 


.4 


1062.1 


286.8 


.5 


149.1 


40.3 


.5 


519.4 


140.3 


.5 


1075.0 


290.3 


.6 


154.7 


41.8 


.6 


528.7 


142.8 


.6 


1088.0 


293.8 


.7 


160.3 


43.3 


.7 


538.1 


145.3 


.7 


1101.1 


297.3 


.8 


166.1 


44.8 


.8 


547.6 


147.8 


.8 


1114.2 


300.8 


.9 


171.9 


46.4 


.9 


557.1 


150.4 


.9 


1127.4 


304.4 


4.0 


177.8 


48.0 


9.0 


566.7 


153.0 


14.0 


1140.7 


308.0 


.1 


183.7 


49.6 


.1 


576.3 


155.6 


.1 


1154.1 


311.6 


.2 


189.8 


51.2 


.2 


586.1 


158.2 


.2 


1167.6 


315.2 


.3 


195.9 


52.9 


.3 


595.9 


160.9 


.3 


1181.1 


318.9 


.4 


202.1 


54.6 


.4 


605.8 


163.6 


.4 


1194.7 


322.6 


.5 


208.3 


56.3 


.5 


615.7 


166.3 


.5 


1208.3 


326.3 


.6 


214.7 


58.0 


.6 


625.8 


169.0 


.6 


1222.1 


330.0 


.7 


221.1 


59.7 


.7 


635.9 


171.7 


.7 


1235.9 


333.7 


.8 


227.6 


61.4 


.8 


646.1 


174.4 


.8 


1249.8 


337 4 


.9 


234.1 


63.2 


.9 


656.3 


177.2 


.9 


1263.7 . 


341.2 


9.0 


240.7 


65.0 


10.0 


666.7 


180.0 


15.0 


1277.8 


345.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



17 



TABLE I Side Slopes 1 

Crown 8 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
inCroflB 
Section 


Vertical 
HfJght 
in feet 


Cubic 

Ydii.Per 

100 feet 


Sq.Ft. 
in CrasB 
Section 


Vertical 

Hekht 

. in leet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
in Cross 
Section 


15.1 


1 
1291.9 


348.8 


20.1 


2091.9 


564.8 


25.1 


3077.1 


830.8 


.2 


1306.1 


352.6 


.2 


2109.8 


569.6 


.2 


3098.7 


836.6 


.3 


1320.3 


356.5 


.3 


2127.7 


574.5 


.3 


3129.3 


842.5 


.4 


1334.7 


360.4 


.4 


2145.8 


579.4 


.4 


3142.1 


848.4 


.5 


1349.1 


364.3 


.5 


2163.9 


584.3 


.5 


3163.9 


854.3 


.6 


1363.6 


368.2 


.6 


2182.1 


589.2 


.6 


3185.8 


860.2 


.7 


1378.1 


372.1 


.7 


2200.3 


594.1 


.7 


3207.7 


866.1 


.8 


1392.7 


376.0 


.8 


2218.7 


599.0 


.8 


3229.8 


872.0 


.9 


1407.4 


380.0 


.9 


2237.1 


604.0 


.9 


3251.9 


878.0 


16.0 


1422.2 


384.0 


21.0 


2255.6 


609.0 


26.0 


3274.1 


884.0 


.1 


1437.1 


388.0 


.1 


2274.1 


614.0 


.1 


3296.3 


890.0 


.2 


1452.0 


392.0 


.2 


2292.7 


619.0 


.2 


3318.7 


896.0 


.3 


1467.0 


396.1 


.3 


2311.4 


624.1 


.3 


3341.1 


902.1 


.4 


1482.1 


400.2 


.4 


2330.2 


629.2 


.4 


3363.6 


908.2 


.5 


1497.2 


404.3 


.5 


2349.1 


634.3 


.5 


3386.1 


914.3 


.6 


1512.4 


408.4 


.6 


2368.0 


639.4 


.6 


3408.7 


920.4 


.7 


1527.7 


412.5 


.7 


2387.0 


644.5 


.7 


3431.4 


926.5 


.8 


1543.1 


416.6 


.8 


2406.1 


649.6 


.8 


3454.2 


932.6 


.9 


1558.6 


420.8 


.9 


2425.2 


654.8 


.9 


3477.1 


938.8 


17.0 


1574.1 


425.0 


22.0 


2444.4 


660.0 


27.0 


3500.0 


945.0 


.1 


1589.7 


429.2 


.1 


2463.7 


665.2 


.1 


3523.0 


951.2 


.2 


1605.3 


433.4 


.2 


2483.1 


670.4 


.2 


3546.1 


957.4 


.3 


1621.1 


437.7 


.3 


2502.6 


675.7 


.3 


3569.2 


963.7 


.4 


1636.9 


442.0 


.4 


2522.1 


681.0 


.4 


3592.4 


970.0 


.5 


1652.8 


446.3 


.5 


2541.7 


686.3 


.5 


3615.7 


976.3 


.6 


1668.7 


450.6 


.6 


2561.3 


691 .« 


.6 


3639.1 


982.6 


.7 


1684.8 


454.9 


.7 


2581.1 


696.9 


.7 


3662.6 


988.9 


.8 


1700.9 


459.2 


.8 


2600.9 


702.2 


.8 


3686.1 


995.2 


.9 


1717.1 


463.6 


.9 


2620.8 


707.6 


.9 


3709.7 


1001.6 


18.0 


1733.3 


468.0 


23.0 


2640.7 


713.0 


28.0 


3733.3 


1008.0 


.1 


1749.7 


472.4 


.1 


2660.8 


718.4 


.1 


3757.1 


1014.4 


.2 


1766.1 


476.8 


.2 


2680.9 


723.8 


.2 


3780.9 


1020.8 


.3 


1782.6 


481.3 


.3 


2701.1 


729.3 


.3 


3804.8 


1027.3 


.4 


1799.1 


485.8 


.4 


2721.3 


734.8 


.4 


3828.7 


1033.8 


.5 


1815.7 


490.3 


.5 


2741.7 


740.3 


.5 


3852.8 


1040.3 


.6 


1832.4 


494.8 


.6 


2762.1 


745.8 


.6 


3876.9 


1046.8 


.7 


1849.2 


499.3 


.7 


2782.6 


751.3 


.7 


3901.1 


1053.3 


.8 


1866.1 


503.8 


.8 


2803.1 


756.8 


.8 


3925.3 


1059.8 


.9 


1883.0 


508.4 


.9 


2823.7 


762.4 


.9 


3949.7 


1066.4 


19.0 


1900.0 


513.0 

• 


24.0 


2844.4 


768.0 


29.0 


3974.1 


1073.0 


.1 


1917.1 


517.6 


.1 


2865.2 


773.6 


.1 


3998.6 


1079.6 


.2 


1934.2 


522.2 


.2 


2886.1 


779.2 


.2 


4023.1 


1086.2 


.3 


1951.4 


526.9 


.3 


2907.0 


784.9 


.3 


4047.7 


1092.9 


.4 


1968.7 


531.6 


.4 


2928.0 


790.6 


.4 


4072.4 


1099.6 


.5 


1986.1 


536.3 


.5 


2949.1 


796.3. 


.5 


4097.2 


HOG. 3 


.6 


2003.6 


541.0 


.6 


2970.2 


802.0 


.6 


4122.1 


1113.0 


.7 


2021.1 


545.7 


.7 


2991.4 


807.7 


.7 


4147.0 


1119.7 


.8 


2038.7 


550.4 


.8 


3012.7 


813.4 


.8 


4172.0 


1126.4 


.9 


2056.3 


555.2 


.9 


3034.1 


819.2 


.9 


4197.1 


1133.2 


20.0 


2074.1 


560.0 


25.0 


3055.6 


825.0 


30.0 


4222.2 


1140.0 



8 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE I Side Slopes 1 : 1 

Crown 9 Feet 



ertical 


Cubio 


Sq.Ft. 


VfTtinl 


Cabie 


Sq.Ft 


Vertied 


Cnbie 


8o.Ft. 
in CroaB 


Height 


Yds. Per 


inCroflB 


Height 


Yds. Per 


inCroM 


Heicht 


Td8.Pte 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


0.1 


3.37 


0.91 


5.1 


266.3 


71.9 


K>.1 


714.5 


192.9 


.2 


6.81 


1.84 


.2 


273.5 


73.8 


.2 


725.3 


195.8 


.3 


10.3 / 


2.79 


.3 


280.7 


75.8 


.3 


736.3 


198.8 


.4 


13.9 


3.76 


.4 


288.0 


77.8 


.4 


747.3 


201.8 


.5 


17.6 


4.75 


.5 


295.4 


79.8 


.5 


758.3 


204.8 


.6 


21.3 


5.76 


.6 


302.8 


81.8 


.6 


769.5 


207.8 


.7 


25.1 


6.8 


.7 


310.3 


83.8 


.7 


780.7 


210.8 


.8 


29.0 


7.8 


.8 


317.9 


85.8 


.8 


792.0 


213.8 


.9 


33.0 


8.9 


.9 


325.6 


87.9 


.9 


803.4 


216.9 


1.0 


37.0 


10.0 


6.0 


333.3 


90.0 


11.0 


814.8 


220.0 


.1 


41.1 


11.1 


.1 


341.1 


92.1 


.1 


826.3 


223.1 


.2 


45.3 


12.2 


.2 


349.0 


94.2 


.2 


837.9 


226.2 


.3 


49.6 


13.4 


.3 


357.0 


96.4 


.3 


849.6 


229.4 


.4 


53.9 


14.6 


.4 


365.0 


98.6 


.4 


861.3 


232.6 


.5 


58.3 


15.8 


.5 


373.1 


100.8 


.5 


873.1 


235.8 


.6 


62.8 


17.0 


.6 


381.3 


103.0 


.6 


885.0 


239.0 


.7 


67.4 


18.2 


.7 


389.6 


105.2 


.7 


897.0 


242.2 


.8 


72.0 


19.4 


.8 


397.9 


107.4 


.8 


909.0 


245.4 


.9 


76.7 


20.7 


.9 


406.3 


109.7 


.9 


921.1 


248.7 


2.0 


81.5 


22.0 


7.0 


414.8 


112.0 


12.0 


933.3 


252.0 


.1 


86.3 


23.3 


.1 


423.4 


114.3 


.1 


945.6 


255.3 


.2 


91.3 


24.6 


.2 


432.0 


116.6 


.2 


957.9 


258.6 


.3 


96.3 


26.0 


.3 


440.7 


119.0 


.3 


970.3 


262.0 


.4 


101.3 


27.4 


.4 


449.5 


121.4 


.4 


982.8 


265.4 


.5 


106.5 


28.8 


.5 


458.3 


123.8 


.5 


995.4 


268.8 


.6 


111.7 


30.2 


.6 


467.3 


126.2 


.6 


1008.0 


272.2 


.7 


117.0 


31.6 


.7 


476.3 


128.6 


.7 


1020.7 


275.6 


.8 


122.4 


33.0 


.8 


485.3 


131.0 


.8 


1033.5 


279.0 


.9 


127.8 


34.5 


.9 


494.5 


133.5 


.9 


1046.3 


282.5 


3.0 


133.3 


36.0 


8.0 


503.7 


136.0 


13.0 


1059.3 


286.0 


.1 


138.9 


37.5 


.1 


513.0 


138.5 


.1 


1072.3 


289.5 


.2 


144.6 


39.0 


.2 


522.4 


141.0 


.2 


1085.3 


293.0 


.3 


150.3 


40.6 


.3 


531.8 


143.6 


.3 


1098.5 


296.6 


.4 


156.1 


42.2 


.4 


541.3 


140.2 


.4 


1111.7 


300.2 


.5 


162.0 


43.8 


.5 


550.9 


148.8 


.5 


1125.0 


303.8 


.6 


168.0 


45.4 


.6 


560.6 


151.4 


.6. 


1138.4 


307.4 


.7 


174.0 


47.0 


.7 


• 570.3 


154.0 


.7 


1151.8 


311.0 


.8 


180.1 


48.6 


.8 


580.1 


156.6 


.8 


1165.3 


314.6 


.9 


186.3 


50.3 


.9 


590.0 


159.3 


.9 


1178.9 


318.3 


4.0 


192.6 


52.0 


9.0 


600.0 


162.0 


14.0 


1192.6 


322.0 


.1 


198.9 


53.7 


.1 


610.0 


164.7 


.1 


1206.3 


325.7 


.2 


205.3 


55.4 


.2 


620.1 


167.4 


.2 


1220.1 


329.4 


.3 


211.8 


57.2 


.3 


630.3 


170.2 


.3 


1234.0 


333.2 


.4 


218.4 


59.0 


.4 


640.6 


173.0 


.4 


1248.0 


337.0 


.5 


225.0 


60.8 


.5 


650.9 


175.8 


.5 


1262.0 


340.8 


.6 


231.7 


62.6 


.6 


661.3 


178.6 


.6 


1276.1 


344.6 


.7 


238.5 


64.4 


.7 


671.8 


181.4 


.7 


1290.3 


348.4 


.8 


245.3 


66.2 


.8 


682.4 


184.2 


.8 


1304.6 


352.2 


.9 


252.3 


68.1 


.9 


693.0 


187.1 


.9 


1318.9 


356.1 


5.0 


259.3 


70.0 


10.0 


703.7 


190.0 


15.0 


1333.3 


360.0 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



19 



TABLE I Side Slopes 1 : 1 

Crown 9 Feet 



Vertieal 
Height 
in feet 


C^ibic 
Yds. Per 
100 feet 


Sq. Ft. 
inCroBB 
Section 


Vertica] 
Height 
in feet 


Cubic 

Yda. Per 

100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Beight 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


15.1 


1347.8 


363.9 


20.1 


2166.3 


584.9 


25.1 


3170.0 


855.9 


.2 


1362.4 


367.8 


.2 


2184.6 


589.8 


.2 


3192.0 


861.8 


.3 


1377.0 


371.8 


.3 


2202.9 


594.8 


.3 


3214.0 


867.8 


.4 


1391.7 


375.8 


.4 


2221.3 


599.8 


.4 


3236.1 


873.8 


.5 


1406.5 


379.8 


.5 


2239.8 


604.8 


.5 


3258.3 


879.8 


.6 


1421.3 


383.8 


.6 


2258.4 


609.8 


.6 


3280.6 


885.8 


.7 


1436.3 


387.8 


.7 


2277.0 


614.8 


.7 


3302.9 


891.8 


.8 


1451.3 


391.8 


.8 


2295.7 


619.8 


.8 


3325.3 


897.8 


.9 


1466.3 


395.9 


.9 


2314 5 


624.9 


.9 


3347.8 


903.9 


16.0 


1481.5 


400.0 


21.0 


2333.3 


630.0 


26.0 


337D.4 


910.0 


.1 


1496.7 


404.1 


.1 


2352.3 


635.1 


.1 


3393.0 


916.1 


.2 


1512.0 


408.2 


.2 


2371.3 


640.2 


.2 


3415.7 


922.2 


.3 


1527.4 


412.4 


.3 


2390.3 


645.4 


.3 


3438.5 


928.4 


.4 


1542.8 


416.6 


.4 


• 2409.5 


650.6 


.4 


3461.3 


934.6 


.5 


1558.3 


420.8 


.5 


2428.7 


655.8 


.5 


3484.3 


940.8 


.6 


1573.9 


425.0 


.6 


2448.0 


661.0 


.6 


3507.3 


947.0 


.7 


1589.6 


429.2 


.7 


2467.4 


666.2 


.7 


3530.3 


953.2 


.8 


1605.3 


433.4 


.8 


2486.8 


671.4 


.8 


3553.5 


959.4 


.9 


1621 . 1 


437.7 


.9 


2506.3 


676.7 


.9 


3576.7 


965.7 


17.0 


1637.0 


442.0 


22.0 


2525.9 


682.0 


27.0 


3600.0 


972.0 


.1 


1653.0 


446.3 


.1 


2545.6 


687.3 


.1 


3623.4 


978.3 


.2 


1669.0 


450.6 


.2 


2565.3 


692.6 


.2 


3646.8 


984.6 


.3 


1685.1 


455.0 


.3 


2585.1 


698.0 


.3 


3670.3 


991.0 


.4 


1701.3 


459.4 


.4 


2605.0 


• 703.4 


.4 


3693.9 


997.4 


.5 


1717.6 


463.8 


.5 


2625.0 


708.8 


.5 


3717.6 


1003.8 


.6 


1733.9 


468.2 


.6 


2645.0 


714.2 


.6 


3741.3 


1010.2 


.7 


1750.3 


472.6 


.7 


2665.1 


719.6 


.7 


3765.1 


1016.6 


.8 


1766.8 


477.0 


.8 


2685 3 


725.0 


.8 


3789.0 


1023.0 


.9 


1783.4 


481.5 


.9 


2705.6 


730.5 


.9 


3813.0 


1029.5 


18.0 


1800.0 


486.0 


23.0 


2725.9 


736.0 


28.0 


3837.0 


1036.0 


.1 


1816.7 


490.5 


.1 


2746.3 


741.5 


.1 


3861 . 1 


1042.5 


.2 


1833.5 


495.0 


.2 


2766.8 


747.0 


.2 


3885.3 


1049.0 


.3 


1850.3 


499.6 


.3 


2787.4 


752.6 


.3 


3909.6 


1055.6 


.4 


1867.3 


504.2 


.4 


2808.0 


758.2 


.4 


3933.9 


1062.2 


.5 


1884.3 


508.8 


.5 


2828.7 


763.8 


.5 


3958.3 


1068.8 


•6 


1901.3 


513.4 


.6 


2849.5 


769.4 


.6 


3982.8 


1075.4 


.7 


1918.5 


518.0 


.7 


2870.3 


775.0 


.7 


4007.4 


1082.0 


.8 


1935.7 


522.6 


.8 


2891.3 


780.6 


.8 


4032.0 


1088.6 


.9 


1953.0 


527.3 


.9 


2912.3 


786.3 


.9 


4056.7 


1095.3 


19.0 


1970.4 


532.0 


24.0 


2933.3 


792.0 


29.0 


4081.5 


1102.0 


.1 


1987.8 


536.7 


.1 


2954.5 


797.7 


.1 


4106.3 


1108.7 


.2 


2005.3 


541.4 


.2 


2975.7 


803.4 


.2 


4131.3 


1115.4 


.3 


2022.9 


546.2 


.3 


2997.0 


809.2 


.3 


4156.3 


1122.2 


.4 


2040.6 


551.0 


.4 


3018.4 


815.0 


.4 


4181.3 


1129.0 


.5 


2058.3 


555.8 


.5 


3039.8 


820.8 


.5 


4206.5 


1135.8 


.6 


2076.1 


560.6 


.6 


3061.3 


826.6 


.6 


4231.7 


1142.6 


.7 


2094.0 


565.4 


.7 


3082.9 


832.4 


.7 


4257.0 


1149.4 


.8 


2112.0 


570.2 


.8 


3104.6 


838.2 


.8 


4282.4 


1156.2 


.9 


2130.0 


575.1 


.9 


3126.3 


844.1 


.9 


4307.8 


1163.1 


20.0 


2148 1 


580.0 


25.0 


3148.1 


850.0 


30.0 


4333.3 


1170.0 



20 



CUBIC CONTEXTS OF LEVEE EMBANKWLENT8 



TABLE I Side Slopes 1 

Crown 10 Feet 



Vertical 
Height 
in feet 


Cubic 
Y<k.Per 
100 feet 


So. Ft. 
inCroflB 
SeetioD 


Vertical 
Hei^t 
in feet 


Cubie 
YdfcPer 
100 feet 


8q. Ft. 
inCrasB 
Section 


Vertical 
Height 
in feet 


Cubic 
Yde. Per 
100 feet 


Sq.Ft. 
inCroii 
Section 


0.1 


3.74 


1.01 


5.1 


285.2 


77.0 


10.1 


751.9 


203.0 


.2 


7.56 


2.04 


.2 


292.7 


79.0 


.2 


763.1 


206.0 


.3 


11.4 


3.09 


.3 


300.3 


81.1 


.3 


774.4 


209.1 


.4 


15.4 


4.16 


.4 


308.0 


83.2 


.4 


785.8 


212.2 


.5 


19.4 


5.25 


.5 


315.7 


85.3. 


.5 


797.2 


215.3 


.6 


23.6 


6.4 


.6 


323.6 


87.4 


.6 


808.7 


218.4 


.7 


27.7 


7.5 


.7 


331.4 


89.5 


.7 


820.3 


221.5 


.8 


32.0 


8.6 


.8 


339.4 


91.6 


.8 


832.0 


224.6 


.9 


36.3 


9.8 


.9 


347.4 


93.8 


.9 


843.7 


227.8 


1.0 


40.7 


11.0 


6.0 


355.6 


96.0 


11.0 


855.6 


231.0 


.1 


45.2 


12.2 


.1 


363.7 


98.2 


.1 


867.4 


234.2 


.2 


49.8 


13.4 


.2 


372.0 


100.4 


.2 


879.4 


237.4 


.3 


54.4 


14.7 


.3 


380.3 


102.7 


.3 


891.4 


240.7 


.4 


59.1 


16.0 


.4 


388.7 


105.0 


.4 


903.6 


244.0 


.5 


63.9 


17.3 


.5 


397.2 


107.3 


.5 


915.7 


247.3 


.6 


68.7 


18.6 


.6 


405.8 


109.6 


.6 


928.0 


250.6 


.7 


73 7 


19.9 


.7 


414.4 


111.9 


.7 


940.3 


253.9 


.8 


78.7 


21.2 


.8 


423.1 


114.2 


.8 


952.7 


257.2 


.9 


83.7 


22.6 


.9 


431.9 


116.6 


.9 


965.2 


260.6 


2.0 


88.9 


24.0 


7.0 


440.7 


119.0 


12.0 


977.8 


264.0 


.1 


94.1 


25.4 


.1 


449.7 


121.4 


.1 


990.4 


267.4 


.2 


99.4 


26.8 


.2 


4.'>8.7 


123.8 


• .2 


1003.1 


270.8 


.3 


104.8 


28.3 


.3 


467.7 


126.3 


.3 


1015.9 


274.3 


.4 


110.2 


29.8 


.4 


•476.9 


128.8 


.4 


1028.7 


277.8 


.5 


115.7 


31.3 


.5 


486.1 


131.3 


.5 


1041.7 


281.3 


.6 


121.3 


32.8 


.6 


495.4 


133.8 


.6 


1054.7 


284.8 


.7 


127.0 


34.3 


.7 


504.8 


136.3 


.7 


1067.7 


288 3 


.8 


132.7 


35.8 


.8 


514.2 


138.8 


.8 


1080.9 


291.8 


J^- 


, 138.6 


37.4 


.9 


523.7 


141.4 


.9 


1094.1 


295.4 


^^3.0j 


144.4 


39.0 


8.0 


533.3 


144.0 


13.0 

• 


1107.4 


299.0 


.1 


150.4 


40.6 


.1 


543.0 


146.6 


.1 


1120.8 


302.6 


.2 


156.4 


42.2 


.2 


552.7 


149.2 


.2 


1134.2 


306.2 


.3 


162.6 


43.9 


.3 


562.6 


151.9 


.3 


1147.7 


309.9 


.4 


168.7 


45.6 


.4 


572\4 


154.6 


.4 


1161.3 


313.6 


.5 


175.0 


47.3 


.5 


582.4 • 


157.3 


.5 


1175.0 


317.3 


4 

.6 


181.3 


49.0 


.6 


.592.4 


160.0 


.6 


1188.7 


321.0 


.7 


187.7 


50.7 


.7 


602.6 


162.7 


.7 


1202.6 


324.7 


.8 


194.2 


52.4 


.8 


612.7 


165.4 


.8 


1216.4 


328.4 


.9 


200.8 


54.2 


.9 


623.0 


168.2 


.9 


1230.4 


3.32.2 


4.0 


207.4 


56.0 


9.0 


633.3 


171.0 


14.0 


1244.4 


336.0 


.1 


214.1 


57.8 


.1 


643.7 


173.8 


.1 


1258.6 


339.8 


.2 


220.9 


59.6 


.2 


654.2 


176.6 


.2 


1272.7 


343.6 


.3 


227.7 < 


61.5 


.3 


664.8 


179.5 


.3 


1287.0 


347.5 


.4 


234.7 


63.4 


.4 


675.4 


182.4 


.4 


1301.3 


351.4 


.5 


241.7 


65.3 


.5 


686.1 


185.3 


.5 


1315.7 


355.3 


.6 


248.7 


67.2 


.6 


696.9 


188.2 


.6 


1330.2 


359.2 


.7 


255.9 


69.1 


.7 


707.7 


191.1 


.7 


1344.8 


363.1 


.8 


263.1 


71.0 


.8 


718.7 


194.0 


.8 


1359.4 


367.0 


.9 


270.4 


73.0 


.9 


729.7 


197.0 


.9 


1374.1 


371.0 


5.0 


277.8 


75.0 


10.0 


740.7 


200.0 


15.0 


1388.9 


375.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



21 



TABLE I Side Slopes 1 : 1 

Crown 10 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
IQOfeet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
infest 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
in Cross 
Section 


15.1 


1403.7 


379.0 


20.1 


2240.8 


605.0 


25.1 


3263.0 


881.0 


.2 


1418.7 


383.0 


.2 


2259.4 


• 610.0 


.2 


3285.3 


887.0 


.3 


1433.7 


387.1 


.3 


2278.1 


615.1 


.3 


3307.7 


893.1 


.4 


1448.7 


391.2 


.4 


2296.9 


620.2 


.4 


3330.2 


899.2 


.5 


1463.9 


395.3 


.5 


2315.7 


625.3 


.5 


3352.8 


905.3 


.6 


1479.1 


399.4 


.6 


2334.7 


630.4 


.6 


3375.4 


911.4 


.7 


1494.4 


403.5 


.7 


2353.7 


635.5 


.7 


3398.1 


917.5 


.8 


1509.8 


407.6 


.8 


2372.7 


640.6 


.8 


3420.9 


923.6 


.9 


1525.2 


411.8 


.9 


2391.9 


645.8 


.9 


3443.7 


929.8 


16.0 


1540.7 


416.0 


21.0 


2411.1 


651.0 


26.0 


3466.7 


936.0 


.1 


1556.3 


420.2 


.1 


2430.4 


656*2 


.1 


3489.7 


942.2 


.2 


1572.0 


424.4 


.2 


2449.8 


661.4 


.2 


3512.7 


948.4 


.3 


1587.7 


428.7 


.3 


2469.2 


666.7 


.3 


3535.9 


954.7 


.4 


1603.6 


433.0 


.4 


2488.7 


672.0 


.4 


3559.1 


961.0 


.5 


1619.4 


437.3 


.5 


. 2508.3 


677.3 


.5 


3582.4 


967.3 


.6 


1635.4 


441.6 


.6 


2528.0 


682.6 


.6 


3605.8 


973.6 


.7 


1651.4 


445.9 


.7 


2547.7 


687.9 


.7 


3629.2 


979.9 


.8 


1667.6 


450.2 


.8 


2567.6 


693.2 


.8 


3652.7 


986.2 


.9 


1683.7 


454.6 


.9 


2587.4 


698.6 


.9 


3676.3 


992.6 


17.0 


1700.0 


459.0 


22.0 


2607.4 


704.0 


27.0 


3700.0 


999.0 


.1 


1716.3 


463.4 


.1 


2627.4 


709.4 


.1 


3723.7 


1005.4 


.2 


1732.7 


467.8 


.2 


2647.6 


714.8 


.2 


3747.6 


1011.8 


.3 


1749.2 


472.3 


.3 


2667.7 


720.3 


.3 


3771.4 


1018.3 


.4 


1765.8 


476.8 


.4 


2688.0 


725.8 


.4 


3795. .4 


1024.8 


.5 


1782.4 


481.3 


.5 


2708.3 


731.3 


.5 


3819.4 


1031.3 


.6 


1799.1 


485.8 


.6 


2728.7 


736.8 


.6 


3843.6 


1037.8 


.7 


1815.9 


490.3 


.7 


2749.2 


742.3 


.7 


3867.7 


1044.3 


.8 


1832.7 . 


494.8 


.8 


2769.8 


747.8 


.8 


3892.0 


1050.8 


.9 


1849.7 


499.4 


.9 


2790.4 


753.4 


.9 


3916.3 


1057.4 


18.0 


1866.7 


504.0 


23.0 


2811.1 


759.0 


28.0 


3940.7 


1064.0 


.1 


1883.7 


508.6 


.1 


2831.9 


764.6 


.1 


3965.2 


1070.6 


.2 


1900.9 


513.2 


.2 


2852.7 


770.2 


.2 


3989.8 


1077.2 


.3 


1918.1 


517.9 


.3 


2873.7 


775.9 


.3 


4014.4 


1083.9 


.4 


1935.4 


522.6 


.4 


2894.7 


781.6 


.4 


4039.1 


1090.6 • 


.5 


1952.8 


527.3 


.5 


2915.7 


787.3 


.5 


4063.9 


1097.3 


.6 


1970.2 


532.0 


.6 


2936.9 


793.0 


.6 


4088.7 


1104.0 


.7 


1987.7 


536.7 


.7 


2958.1 


798.7 


.7 


4113.7 


1110.7 


.8 


2005.3 


541.4 


.8 


2979.4 


804.4 


.8 


4138.7 


1117.4 


.9 


2023.0 


546.2 


.9 


3000.8 


810.2 


.9 


4163.7 


1124.2 


19.0 


2040.7 


551.0 


24.0 


3022.2 


816.0 


29.0 


4188.9 


1131.0 


.1 


2058.6 


555.8 


.1 


3043.7 


821.8 


.1 


4214.1 


1137.8 


.2 


2076.4 


560.6 


.2 


3065.3 


827.6- 


.2 


4239.4 


1144.6 


.3 


2094.4 


565.5 


.3 


3087.0 


833.5 


.3 


4264.8 


1151.5 


.4 


2112.4 


570.4 


.4 


3108.7 


839.4 


.4 


4290.2 


1158.4 


.5 


2130.6 


575.3 


.5 


3130.6 


845.3 


.5 


4315.7 


1165.3 


.6 


2148.7 


580.2 


.6 


3152.4 


851.2 


.6 


4341.3 


1172.2 


.7 


2167.0 


585.1 


.7 


3174.4 


857.1 


.7 


4367.0 


1179.1 


.8 


2185.3 


590.0 


.8 


3196.4 


863.0 


.8 


4392.7 


1186.0 


.9 


2203.7 


595.0 


.9 


3218.6 


869.0 


.9 


4418.6 


1193.0 


20.0 


2222.2 


600.0 


25.0 


3240.7 


875.0 


30.0 

• 


4444.4 


1200.0 



22 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE II Side Slopes 1} : 1 

Crown 1 Foot 



Vertical 
HeiKbt 
in feet 


Cubic 
Ydfl. Per 
100 feet 


Sq. Ft. 
in Cross 
Section 


Vertical 

Height 

nfeet 


Cubic 
Yds. Per 
100 feet • 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


0.1 


0.426 


0.115 


5.1 


163.4 


44.1 


10.1 


604.1 


163.1 


.2 


0.963 


0.260 


.2 


169.5 


45.8 


.2 


615.8 


166.3 


.3 


1.61 


0.435 


.3 


175.7 


47.4 


.3 


627.5 


169.4 


.4 


2.37 


0.640 


.4 


182.0 


49.1 


.4 


639.4 


172.6 


.5 


3.24 


0.88 


.5 


188.4 


50.9 


.5 


651.4 


175.9 


.6 


4.22 


1.14 


.6 


195.0 


52.6 


.6 


663.5 


179.1 


.7 


5.31 


1.44 


.7 


201.6 


54.4 


.7 


675.7 


182.4 


.8 


6.5 


1.76 


.8 


208.4 


56.3 


.8 


688.0 


185.8 


.9 


7.8 


2.12 


.9 


215.2 


58.1 


.9 


700.4 


189.1 


1.0 


9.3 


2.50 ^ 


6.0 


222.2 


60.0 


11.0 


713.0 


192.5 


.1 


10.8 


2.92 


.1 


229.3 


61.9 


.1 


725.6 


195.9 


.2 


12.4 


3.36 


.2 


236.5 


63.9 


.2 


738.4 


199.4 


* .3 


14.2 


3.84 


.3 


243.8 


65.8 


.3 


751.2 


202.8 


.4 


16.1 


4.34 


.4 


251.3 


67.8 


.4 


764.2 


206.3 


.5 


18.1 


4.88 


.5 


258.8 


69.9 


.5 


777.3 


209.9 


.6 


20.1 


5.44 


.6 


266.4 


71.9 


.6 


790.5 


213.4 


.7 


22.4 


6.0 


.7 


274.2 


74.0 


.7 


803.8 


217.0 


.8 


24.7 


6.7 


.8 


282.1 


76.2 


.8 


817.3 


220.7 


.9 


27.1 


7.3 


.9 


290.1 


78.3 


.9 


830.8 


224.3 


2.0 


29.6 


8.0 


7.0 


298.1 


80.5 


12.0 


844.4 


228.0 


.1 


32.3 


8.7 


.1 


306.4 


82.7 


.1 


858.2 


231.7 


.2 


35.0 


9.5 


.2 


314.7 


85.0 


.2 


872.1 


235.5 


.3 


37.9 


10.2 


.3 


323.1 


87.2 


.3 


886.1 


239.2 


.4 


40.9 


11.0 


.4 


331.6 


89.5 


' .4 


900.1 


243.0 


.5 


44.0 


11.9 


.5 


340.3 


91.9 


.5 


914.4 


246.9 


.6 


47.2 


12.7 


.6 


349.0 


94.2 


.6 


928.7 


250.7 


.7 


50.5 


13.6 


.7 


^57.9 


96.6 


.7 


943.1 


254.6 


.8 


53.9 


14.6 


.8 


366.9 


99.1 


.8 


957.6 


258.6 


.9 


67.5 


15.5 


.9 


376.0 


101 .5 


.9 


972.3 


262.5 


3.0 


61.1 


16.5 


8.0 


385.2 


104.0 


13.0 


987.0 


266.5 


.1 


64.9 


17.5 


.1 


394.5 


106.5 


.1 


1001.9 


270.5 


.2 


68.7 


18.6 


.2 


403.9 


109.1 


.2 


1016.9 


274.6 


.3 


72.7 


19.6 


.3 


413.5 


111.6 


.3 


1032.0 


278.6 


.4 


76.8 


20.7 


.4 


423.1 


114.2 


.4 


1047.2 


282.7 


.5 


81.0 


21.9 


.5 


432 9 


116.9 


.5 


1062.5 


286.9 


.6 


85.3 


23.0 


.6 


442.7 


119.5 


.6 


1077.9 


291.0 


.7 


89.8 


24.2 


.7 


452.7 


122.2 


.7 


1093.5 


295.2 


.8 


94.3 


25.5 


.8 


462.8 


125.0 


.8 


1109.1 


299.5 


.9 


98.9 


26.7 


.9 


473.0 


127.7 


.9 


1124.9 


303.7 


4.0 


103.7 


28.0 


9.0 


483.3 


130.5 


14.0 


1140.7 


308.0 


.1 


108.6 


29.3 


.1 


493.8 


133.3 


.1 


1156.7 


312.3 


.2 


113.6 


30.7 


- .2 


504.3 


136.2 


.2 


1172.8 


316.7 


.3 


118.6 


32.0 


.3 


514.9 


139.0 


.3 


1189.0 


321.0 


.4 


123.9 


33.4 


.4 


525.7 


141.9 


.4 


1205.3 


325.4 


.5 


129.2 


34.9 


.5 


536.6 


144.9 


.5 


1221.8 


329.9 


.6 


134.6 


36.3 


.6 


547.6 


1 

147.8 


.6 


1238.3 


334.3 


.7 


140.1 


37.8 


.7 


558.6 


150.8 


.7 


1254.9 


338.8 


.8 


145.8 


39.4 


.8 


569.9 


153.9 


.8 


1271.7 


343.4 


.9 


151.5 


40.9 


.9 


581.2 


156.9 


.9 


1288.6 


347.9 


> 


157.4 


42.5 


10.0 


592.6 


160.0 


15.0 


1305.6 


352.5 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



23 



TABLE II Side Slopes 1} 

Crown 1 Foot 



1 

Vertical 
Height 
in feet 


Cubie 
Yds. Per 
100 feet 


So. Ft. 
inCroBB 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 

inCroas 

Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


15.1 


1322.6 


357.1 


20.1 


2318.9 


626.1 


25.1 


3593.0 


970.1 


.2 


1339.9 


361.8 


.2 


2341.7 


632.3 


.2 


3621.3 


977.8 


.3 


1357.2 


366.4 


.3 


2364.6 


638.4 


.3 


3649.8 


985.4 


.4 


1374.6 


371.1 


.4 


2387.6 


644.6 


.4 


3678.3 


993.1 


.5 


1392.1 


375.9 


.5 


2410.6 


650.9 


.5 


3706.9 


1000.9 


.6 


1409.8 


380.6 


.6 


2433.9 


657.1 


.6 


3735.7 


1008.6 


.7 


1427.5 


385.4 


.7 


2457.2 


663.4 


.7 


3764.6 


1016.4 


.8 


1445.4 


390.3 


.8 


2480.6 


669.8 


.8 


3793.6 


1024.3 


.9 


1463.4 


395.1 


.9 


2504.1 


676.1 


.9 


3822.6 


1032.1 


16.0 


1481.5 


400.0 


21.0 


2527.8 


682.5 


26.0 


3851.9 


1040.0 


.1 


1499.7 


404.9 


.1 


2551.5 


688.9 


.1 


3881.2 


1047.9 


.2 


1518.0 


409.9 


.2 


2575.4 


695.4 


.2 


3910.6 


1055.9 


.3 


1536.4 


414.8 


.3 


2599.4 


701.8 


.3 


3940.1 


1063.8 


.4 


1555.0 


419.8 


.4 


2623.5 


708.3 


.4 


3969.8 


1071.8 


.5 


1573.6 


424.9 


. .5 


2647.7 


714.9 


.5 


3999.5 


1079.9 


.6 


1592.4 


429.9 


.6 


2672.0 


721.4 


.6 


4029.4 


1087.9 


.7 


1611.2 


435.0 


.7 


2696.4 


728.0 


.7 


4059.4 


1096.0 


.8 


1630.2 


440.2 


.8 


2721.0 


734.7 


.8 


4089.5 


1104.2 


.9 


1649.3 


445.3 


.9 


2745.6 


741.3 


.9 


4119.7 


1112.3 


17.0 


1668.5 


450.5 


22.0 


2770.4 


748.0 


27.0 


4150.0 


1120.5 


.1 


1687.8 


455.7 


.1 


2795.2 


754.7 


.1 


4180.4 


1128.7 


.2 


1707.3 


461.0 


.2 


2820.2 


761.5 


.2 


4211.0 


1137.0 


.3 


1726.8 


466.2 


.3 


2845.3 


768.2 


.3 


4241.6 


1145.2 


.4 


1746.4 


471.5 


.4 


2870.5 


775.0 


.4 


4272.4 


1153.5 


.5 


1766.2 


476.9 


.5 


2895.8 


781.9 


.5 


4303.2 


1161.9 


.6 


1786.1 


482.2 


.6 


2921.3 


t88.7 


.6 


4334.2 


1170.2 


.7 


1806.1 


487.6 


.7 


2946.8 


795.6 


.7 


4365.3 


1178.6 


.8 


1826.1 


493.1 


.8 


2972.4 


802.6 


.8 


4396.5 


1187.1 


.9 


1846.4^ 


498.5 


.9 


2998.2 


809.5 


.9 


4427.8 


1195.5 


18.0 


1866.7 


504.0 


23.0 


3024.1 


816.5 


28.0 


4459.3 


1204.0 


.1 


1887.1 


509.5 


.1 


3050.1 


823.5 


.1 


4490.8 


1212.5 


.2 


1907.6 


515.1 


.2 


3076.1 


830.6 


.2 


4522.4 


1221.1 


.3 


1928.3 


520.6 


.3 


3102.4 


837.6 


.3 


4554.2 


1229.6 


.4 


1949.0 


526.2 


.4 


3128.7 


844.7 


.4 


4586.1 


1238.2 


.5 


1969.9 


531.9 


.5 


3155.1 


851.9 


.5 


4618.1 


' 1246.9 


.6 


1990.9 


537.5 


.6 


3181.6 


859.0 


.6 


4650.1 


1255.5 


.7 


2012.0 


543.2 


.7 


3208.3 


866.2 


.7 


4682.4 


1264.2 


.8 


2033.2 


549.0 


.8 


3235.0 


873.5 


.8 


4714.7 


1273.0 


.9 


2054.5 


554.7 


.9 


3261.9 


880.7 


.9 


4747.1 


1281.7 


19.0 


2075.9 


560.5 


24.0 


3288.9 


888.0 


29.0 


4779.6 


1290.5 


.1 


2097.5 


566.3 


.1 


3316.0 


895.3 


.1 


4812.3 


1299.3 


.2 


2119.1 


572.2 


.2 


3343.2 


902.7 


.2 


4845.0 


1308.2 


.3 


2140.9 


578.0 


.3 


3370.5 


910.0 


.3 


4877.9 


1317.0 


.4 


2162.7 


583.9 


.4 


3397.9 


917.4 


.4 


4910.9 


1325.9 


.5 


2184.7 


589.9 


.5 


3425.5 


924.9 


.5 


4944.0 


1334.9 


.6 


2206.8 


595.8 


.6 


3453.1 


932.3 


.6 


4977.2 


1343.8 


.7 


2229.0 


601.8 


.7 


3480.9 


939.8 


.7 


5010.5 


1352.8 


.8 


2251.3 


607.9 


.8 


3508.7 


947.4 


.8 


5043.9 


1361.9 


.9 


2273.8 


613.9 


.9 


3536.7 


954.9 


.9 


5077.5 


1370.9 


ao.o 


2296.3 


620.0 


25.0 


3564.8 


962.5 


30.0 

\ 


5111.1 


1380.0 



84 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE II Side Slopes 1} 

Crown 2 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
in Cross 
Section 


Vertical 
Height 
infect 


Cubic 
Yds. Per 
100 feet 


8q. Ft. 
in Cross 
Section 


Vertical 
Heuht 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 
in Crass 
Seetioo 


0.1 


0.80 


1 

0.215 


5.1 


182.3 


49.2 


10.1 


641.5 


173.2 


.2 


1.70 


0.460 


.2 


188.7 


51.0 


.2 


653.6 


176.5 


.3 


2.72 


0.735 


.3 


195.3 


52.7 


.3 


665.7 


179.7 


.4 


3.85 


1.04 


.4 


202.0 


54.5 


.4 


677.9 


183.0 


.5 


5.09 


1.38 


.5 


208.8 


56.4 


.5 


690.3 


186.4 


.6 


6.4 


1.74 


.6 


215.7 


58.2 


.6 


702.7 


189.7 


.7 


7.9 


2.14 


.7 


222.7 


60.1 


.7 


715.3 


193.1 


.8 


9.5 


2.56 


.8 


229.9 


62.1 


.8 


728.0 


196.6 


.9 


11.2 


3.02 


.9 


237.1 


64.0 


.9 


740.8 


200.0 


1.0 


13.0 


3.50 


6.0 


244.4 


66.0 


11.0 


753.7 


203.5 


.1 


14.9 


4.02 


.1 


251.9 


68.0 


.1 


766.7 


207.0 


.2 


16.9 


4.56 


.2 


259.5 


70.1 


.2 


779.9 


210.6 


.3 


19.0 


5.14 


.3 


267.2 


72.1 


.3 


793.1 


214.1 


.4 


21.3 


5.7 


.4 


275.0 


74.2 


.4 


806.4 


217.7 


.5 


23.6 


6.4 


.5 


282.9 


76.4 


.5 


819.9 


221.4 


.6 


26.1 


7.0 


.6 


290.9 


78.5 


.6 


833.5 


225.0 


.7 


28.6 


7.7 


.7 


299.0 


80.7 


.7 


847.2 


228.7 


.8 


31.3 


8.5 


.8 


307.3 


83.0 


.8 


861.0 


232.5 


.9 


34.1 


9.2 


.9 


315.6 


85.2 


.9 


874.9 


236.2 


2.0 


37.0 


10.0 


7.0 


324.1 


87.5 


12.0 


888.9 


240.0 


.1 


40.1 


10.8 


.1 


332.6 


89.8 


.1 


903.0 


243.8 


.2 


43.2 


11.7 


.2 


341.3 


92.2 


.2 


917.3 


247.7 


.3 


46.4 


12.5 


.3 


350.1 


94.5 


.3 


931.6 


251.5 


.4 


49.8 


13.4 


.4 


359.0 


96.9 


.4 


946.1 


255.4 


.5 


53.2 


14.4 


.5 


368.1 


99.4 


.5 


960.6 


259.4 


.6 


56.8 


15.3 


.6 


377.2 


101.8 


.6 


975.3 


263.3 


.7 


60.5 


16.3 


.7 


386.4 


104.3 


.7 


990.1 


267.3 


.8 


64.3 


17.4 


.8 


395.8 


106.9 


.8 


1005.0 


271.4 


.9 


68.2 


18.4 


.9 


405.2 


109.4 


.9 


1020.1 


275.4 


3.0 


72.2 


19.5 


8.0 


414.8 


112.0 


13.0 


1035.2 


279.5 


.1 


76.4 


20.6 


.1 


424.5 


114.6 


.1 


1050.4 


283.6 


.2 


80.6 


21.8 


.2 


434.3 


117.3 


.2 


1065.8 


287.8 


.3 


84.9 


22.9 


.3 


444.2 


119.9 


.3 


1081.2 


291.9 


.4 


89.4 


24.1 


.4 


454.2 


122.6 


.4 


1096.8 


296.1 


.5 


94.0 


25.4 


.5 


464.4 


125.4 


.5 


1112.5 


300.4 


.6 


98.7 


26.6 


.6 


474.6 


128.1 


.6 


1128.3 


304.6 


.7 


103.5 


27.9 


.7 


484.9 


130.9 


.7 


1144.2 


308.9 


.8 


108.4 


29.3 


.8 


495.4 


133.8 


.8 


1160.2 


313.3 


.9 


113.4 


30.6 


.9 


506.0 


136.6 


.9 


1176.4 


317.6 


4.0 


118.5 


32.0 


9.0 


516.7 


139.5 


14.0 


1192.6 


322.0 


.1 


123.8 


33.4 


.1 


527.5 


142.4 


.1 


1208.9 


326.4 


.2 


129.1 


34.9 


.2 


538.4 


145.4 


.2 


1225.4 


330.9 


.3 


134.6 


36.3 


.3 


549.4 


148.3 


.3 


1242.0 


335.3 


.4 


140.1 


37.8 


.4 


560.5 


151.3 


.4 


1258.7 


339.8 


.5 


145.8 


39.4 


.5 


571.8 


154.4 


.5 


1275.5 


344.4 


.6 


151.6 


40.9 


.6 


583.1 


157.4 


.6 


1292.4 


348.9 


.7 


157.5 


42.5 


.7 


.594.6 


160.5 


.7 


1309.4 


353.5 


.8 


163.6 


44.2 


.8 


606.1 


163.7 


.8 


1326 5 


358.2 


.9 


169.7 


45.8 


.9 


617.8 


166.8 


.9 


1343.8 


362.8 


k 


175.9 


47.5 


10.0 


629.6 


170.0 


15.0 


1361.1 


367.5 



CUBIC CONTENTS OP LEVEE EMBANKMENTS 



25 



TABLE II Side Slopes 1} : 1 

Crown 2 Feet 



VVrtical 
Height 
in feet 


Cubie 

y da, Tex 

100 feet 


.8a,Pt. 
inCroBB 
Section 


Vertical 
Height 
in feeT 


Cubie 
Ydfl.Per 
100 feet 


8a. Ft 
inCroM 
Section 


Vertical 
Height 
in feet 


Cubie 
100 feet 


8q.Pt. 
inCroH 
Seetkm 


15.1 


1378.6 


372.2 


20.1 


2393.4 


646.2 


25.1 


3686.0 


995.2 


.2 


1396.1 


377.0 


.2 


2416.5 


652.5 


.2 


3714.7 


1003.0 


.3 


1413.8 


381.7 


.3 


2439.8 


658.7 


.3 


3743.5 


1010.7 


.4 


1431.6 


386.5 


.4 


2463.1 


665.0 


.4 


3772.4 


1018.5 


.5 


1449.5 


391.4 


.5 


24^6.6 


671.4 


.5 


3801.4 


1026.4 


.6 


1467.6 


396.2 


.6 


2510.1 


677.7 


.6 


3830.5 


1034.2 


.7 


1485.7 


401.1 


.7 


2533.8 


684.1 


.7 


3859.8 


1042.1 


.8 


1503.9 


406.1 


.8 


2557.6 


690.6 


.8 


3889.1 


1050.1 


.9 


1522.3 


411.0 


.9 


2581.5 


697.0 


.9 


3918.6 


1058.0 


16.0 


1540.7 


416.0 


21.0 


2605.6 


703.5 


26.0 


3948.1 


1066.0 


.1 


1559.3 


421.0 


.1 


2629.7 


710.0 


.1 


3977.8 


1074.0 


.2 


1578.0 


426.1 


.2 


2653.9 


716.6 


.2 


4007.6 


1082.1 


.3 


1596.8 


431.1 


.3 


2678.3 


723.1 


.3 


4037.5 


1090.1 


.4 


1615.7 


436.2 


.4 


2702.7 


729.7 


.4 


4067.6 


1098.2 


.5 


1634.7 


441.4 


.5 


2727.3 


736.4 


.5 


4097.7 


1106.4 


.6 


1653.9 


446.5 


.6 


2752.0 


743.0 


.6 


4127.9 


1114.5 


.7 


1673.1 


451.7 


.7 


2776.8 


749.7 


.7 


4158.3 


1122.7 


.8 


1692.4 


457.0 


.8 


2801.7 


756.5 


.8 


4188.7 


1131.0 


.9 


1711.9 


462.2 


.9 


2826.7 


763.2 


.9 


4219.3 


1139.2 


17.0 


1731.5 


467.5 


22.0 


2851.9 


770.0 


27.0 


4250.0 


1147.5 


.1 


1751.2 


472.8 


.1 


2877.1 


776.8 


.1 


4280.8 


1155.8 


.2 


1771.0 


478.2 


.2 


2902.4 


783.7 


.2 


4311.7 


1164.2 


.3 


1790.9 


483.5 


.3 


2927.9 


790.5 


.3 


4342.7 


1172.5 


.4 


1810.9 


488.9 


.4 


2953.5 


797.4 


.4 


4373.9 


1180.9 


.5 


1831.0 


494.4 


.5 


2979.2 


804.4 


.5 


4405.1 


1189.4 


.6 


1851.3 


499.8 


.6 


30a'>.0 


811.3 


.6 


4436.4 


1197.8 


.7 


1871.6 


505.3 


.7 


3030.9 


818.3 


.7 


4467.9 


1206.3 


.8 


1892.1 


510.9 


.8 


3056.9 


825.4 


.8 


4499.5 


1214.9 


.9 


1912.6 


516.4 


.9 


3083.0 


832.4 


.9 


4531.2 


1223.4 


18.0 


1933.3 


522.0 


23.0 


3109.3 


839.5 


28.0 


4563.0 


1232.0 


.1 


1954.1 


527.6 


.1 


3135.6 


846.6 


.1 


4594.9 


1240.6 


.2 


1975.0 


533.3 


.2 


3162.1 


853.8 


.2 


4626.9 


1249.3 


.3 


1996.1 


538.9 


.3 


3188.6 


860.9 


.3 


4659.0 


1257.9 


.4 


2017.2 


544.6 


.4 


3215.3 


868.1 


.4 


4691.3 


1266.6 


.5 


2038.4 


550.4 


.5 


3242.1 


875.4 


.5 


4723.6 


1275.4 


.6 


2059.8 


556.1 


.6 


3269.0 


882.6 


.6 


4756.1 


1284.1 


.7 


2081.2 


561.9 


.7 


3296.1 


889.9 


.7 


4788.6 


1292.9 


.8 


2102.8 


567.8 


.8 


3323.2 


897.3 


.8 


4821.3 


1301.8 


.9 


2124.5 


573.6 


.9 


3350.4 


904.6 


.9 


4854.1 


1310.6 


19.0 


2146.3 


579.5 


24.0 


3377.8 


912.0 


29.0 


4887.0 


1319.5 


.1 


2168.2 


585.4 


.1 


3405.2 


919.4 


,1 


4920.1 


1328.4 


.2 


2190.2 


591.4 


.2 


3432.8 


926.9 


.2 


4953.2 


1337.4 


.3 


2212.4 

« 


597.3 


.3 


3460.5 


934.3 


.3 


4986.4 


1346.3 


.4 


2234.6 


603.3 


.4 


3488.3 


941.8 


.4 


5019.8 


1355.3 


.5 


2256.9 


609.4 


.5 


3516.2 


949.4 


.5 


5053.2 


1364.4 


.6 


2279.4 


615.4 


.6 


3544.2 


956.9 


.6 


5086.8 


1373.4 


.7 


2302.0 


621.5 . 


.7 


3572.4 


964.5 


.7 


5120.5 


1382.5 


.8 


2324.7 


627.7 


.8 


3600.6 


972.2 


.8 


5154.3 


1391.7 


.9 


2347.5 


633.8 


.9 


3628.9 


979.8 


.9 


5188.2 


1400.8 


20.0 


2370.4 


640.0 


25.0 


3657.4 


987.5 


30.0 


5222.2 


1410.0 



CL'BIC COKTEXTS OF LEVEE EMBAyKMENTS 



TABLE II Side Slopes 1| : 1 

Crown 3 Feet 



Vertical 
Heigfat 
in feet 


Cubk 
Yds. Per 
100 feet 


Sq.Ft 
in CrtMi 
Section 


Vertied 
Height 
in feet 


Cnbie 
Yds. Per 
100 feet 


Sq.Ft 
in Cross 
Section 


Vcrticnl 

Height 

infect 


Cubic 
100 feet 


SqPt 
inCrasi 


0.1 


1.17 


0.315 


5.1 


201.2 


54.3 


10.1 


678.9 


183.3 


.2 


2.44 


0.660 


.2 


208.0 


56.2 


.2 


691.3 


186.7 


.3 


3.83 


1.04 


.3 


214.9 


58.0 


.3 


703.8 


190.0 


.4 


5.33 


1.44 


.4 


222.0 


59.9 


.4 


716.4 


193.4 


.5 


6.9 


1.88 


.5 


229.2 


61.9 


.5 


729.2 


196.9 


.6 


8.7 


2.34 


.6 


236.4 


63.8 


.6 


742.0 


200.3 


.7 


10.5 


2.84 


.7 


243.8 


65.8 


.7 


754.9 


203.8 


.8 


12.4 


3.36 


.8 


251.3 


67.9 


.8 


768.0 


207.4 


.9 


14.5 


3.92 


.9 


258.9 


69.9 


.9 


781.2 


210.9 


1.0 


16.7 


4.50 


6.0 


266.7 


72.0 


11.0 


794.4 


214.5 


.1 


18.9 


5.12 


.1 


274.5 


74.1 


.1 


807.8 


218.1 


.2 


21.3 


5.8 


.2 


282.4 


76.3 


.2 


821.3 


221.8 


.3 


23.8 


6.4 


.3 


290.5 


78.4 


.3 


834.9 


225.4 


.4 


26.4 


7.1 


.4 


298.7 


80.6 


.4 


848.7 


229.1 


.5 


29.2 


7.9 


.5 


306.9 


82.9 


.5 


862.5 


232.9 


.6 


32.0 


8.6 


.6 


315.3 


85.1 


.6 


876.4 


236.6 


.7 


34.9 


9.4 


.7 


323.8 


87.4 


.7 


890.5 


240.4 


.8 


38.0 


10.3 


.8 


332.4 


89.8 


.8 


904.7 


244.3 


.9 


41.2 


11.1 


.9 


341.2 


92.1 


.9 


918.9 


248.1 


2.0 


44.4 


12.0 


7.0 


350.0 


94.5 


12.0 


933.3 


252.0 


.1 


47.8 


12.9 


.1 


358.9 


96.9 


.1 


947.8 


255.9 


.2 


51.3 


13.9 


.2 


368.0 


99.4 


.2 


962.4 


259.9 


.3 


54.9 


14.8 


.3 


377.2 


101.8 


.3 


977.2 


263.8 


.4 


58.7 


15.8 


.4 


386.4 


104.3 


.4 


992.0 


267.8 


.5 


62.5 


16.9 


.5 


395.8 


106.9 


.5 


1006.9 


271.9 


.6 


66.4 


17.9 


.6 


405.3 


109.4 


.6 


1022.0 


275.9 


.7 


70.5 


19.0 


.7 


414.9 


112.0 


.7 


1037.2 


280.0 


.8 


74.7 


20.2 


.8 


424.7 


114.7 


.8 


1052.4 


284.2 


.9 


78.9 


21.3 


.9 


434.5 


117.3 


.9 


1067.8 


288.3 


3.0 


83.3 


22.5 


8.0 


444.4 


120.0 


13.0 


1083.3 


292.5 


.1 


87.8 


23.7 


.1 


454.5 


122.7 


.1 


1098.9 


296.7 


.2 


92.4 


25.0 


.2 


464.7 


125.5 


.2 


1114.7 


301.0 


.3 


97.2 


26.2 


.3 


474.9 


128.2 


.3 


1130.5 


305.2 


.4 


102.0 


27.5 


.4 


485.3 


131.0 


.4 


1146.4 


309.5 


.5 


106.9 


28.9 


.5 


495.8 


133.9 


.5 


1162.5 


313.9 


.6 


112.0 


30.2 


.6 


506.4 


136.7 


.6 


1178.7 


318.2 


.7 


117.2 


31.6 


.7 


517.2 


139.6 


.7 


1194.9 


322.6 


.8 


122.4 


33.1 


.8 


528.0 


142.6 


.8 


1211.3 


327.1 


.9 


127.8 


34.5 


.9 


538.9 


145.5 


.9 


1227.8 


331.5 


4.0 


133.3 


36.0 


9.0 


550.0 


148.5 


14.0 


1244.4 


336.0 


.1 


138.9 


37.5 


.1 


561.2 


151.5 


.1 


1261.2 


340.5 


.2 


144.7 


39.1 


.2 


572.4 


154.6 


.2 


1278.0 


345.1 


.3 


150.5 


40.6 


.3 


583.8 


157.6 


.3 


1294.9 


349.6 


.4 


156.4 


42.2 


.4 


595.3 


160.7 


.4 


1312.0' 


354.2 


.5 


162.5 


43.9 


.5 


606.9 


163.9 


.5 


1329.2 


358.9 


.6 


•168.7 


45.5 


.6 


618.7 


167.0 


.6 


1346.4 


363.5 


.7 


174.9 


47.2 


.7 


630.5 


170.2 


.7 


1363.8 


368.2 


.8 


181.3 


49.0 


.8 


64^.4 


173.5 


.8 


1381.3 


373.0 


.9 


187.8 


50.7 


.9 


654.5 


176.7 


.9 


1398.9 


377.7 


5.0 


194.4 


52.5 


10.0 


666.7 


, 180.0 

\ 


15.0 


1416.7 


382.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



27 



TABLE II Side Slopes 1} : 1 

Crown 3 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 

• 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
in Cross 
Section 


15.1 


1434.5 


387.3 


20.1 


2467.8 


666.3 


25.1 


3778.9 


1020.3 


.2 


1452.4 


392.2 


.2 


2491.3 


672.7 


.2 


3808.0 


1028.2 


.3 


1470.5 


397.0 


.3 


2514.9 


679.0 


.3 


3837.2 


1036.0 


.4 


1488.7 


401.9 


.4 


2538.7 


685.4 


.4 


3866.4 


1043.9 


.5 


1506.9 


406.9 


.5 


2562.5 


691.9 


.5 


3895.8 


1051.9 


.6 


1525.3 


411.8 


.6 


2586.4 


698.3 


.6 


3925.3 


1059.8 


.7 


1543.8 


416.8 


.7 


2610.5 


704.8 


.7 


3954.9 


1067.8 


.8 


1562.4 


421.9 


.8 


2634.7 


711.4 


.8 


3984.7 


1075.9 


.9 


1581.2 


426.9 


.9 


2658.9 


717.9 


.9 


4014.5 


1083.9 


16.0 


1600.0 


432.0 


21.0 


2683.3 


724.5 


26.0 


4044.4 


1092.0 


.1 


1618.9 


437.1 


.1 


2707.8 


731.1 


.1 


4074.5 


1100.1 


.2 


1638.0 


442.3 


.2 


2732.4 


737.8 


.2 


4104.7 


1108.3 


.3 


1657.2 


447.4 


.3 


2757.2 


744.4 


.3 


4134.9 


1116.4 


.4 


1676.4 


452.6 


.4 


2782.0 


751.1 


.4 


4165.3 


1124.6 


.5 


1695.8 


457.9 


.5 


2806.9 


757.9 


.5 


4195.8 


U32.9 


.6 


1715.3 


463.1 


.a 


2832.0 


764.6 


.6 


4226.4 


1141.1 


.7 


1734.9 


468.4 


.7 


2857.2 


771.4 


.7 


4257.2 


1149.4 


.8 


1754.7 


473.8 


.8 


2882.4 


778.3 


.8 


4288.0 


1157.8 


.9 


1774.5 


479.1 


.9 


2907.8 


785.1 


.9 


4318.9 


1166.1 


17.0 


1794.4 


484.5 


22.0 


2933.3 


792.0 


27.0 


4350.0 


1174.5 


.1 


1814.5 


489.9 


.1 


2958.9 


798.9 


.1 


4381.2 


1182.9 


.2 


1834.7 


495.4 


.2 


2984.7 


805.9 


.2 


4412.4 


1191.4 


.3 


1854.9 


500.8 


.3 


3010.5 


812.8 


.3 


4443.8 


1199.8 


.4 


1875.3 


506.3 


.4 


3036.4 


819.8 


.4 


4475.3 


1208.3 


.5 


1895.8 


511.9 


.5 


3062.5 


826.9 


.5 


4506.9 


1216.9 


.6 


1916.4 


517.4 


.6 


3088.7 


833.9 


.6 


4538.7 


1225.4 


.7 


1937.2 


523.0 


.7 


3114.9 


841.0 


.7 


4570.5 


1234 


.8 


1958.0 


528.7 


.8 


3141.3 


848.2 


.8 


4602.4 


1242.7 


.9 


1978.9 


534.3 


.9 


3167.8 


855.3 


.9 


4634.5 


1251.3 


18.0 


2000.0 


540.0 


23.0 


3194.4 


862.5 


28.0 


4666.7 


1260.0 


.1 


2021.2 


545.7 


.1 


3221.2 


869.7 


.1 


4698.9 


1268.7 


.2 


2042.4 


551.5 


.2 


3248.0 


877.0 


.2 


4731.3 


1277.5 


.3 


2063.8 


557.2 


.3 


3274.9 


884.2 


.3 


4763.8 


1286.2 


.4 


2085.3 


563.0 


.4 


3302.0 


891.5 


.4 


4796.4 


1JI95.0 


.5 


2106.9 


568.9 


.5 


3329.2 


898.9 


.5 


4829.2 


1303.9 


.6 


2128.7 


574.7 


.6 


3356.4 


906.2 


.6 


4862.0 


1312.7 


.7 


2150.5 


580.6 


.7 


3383.8 


913.6 


.7 


4894.9 


1321.6 


.8 


2172.4 


586.6 


.8 


3411.3 


921.1 


.8 


4928.0 


1330.6 


.9 


2194.5 


592.5 


.9 


3438.9 


928.5 


.9 


4961.2 


1339.5 


19.0 


2216.7 


598.5 


24.0 


3466.7 


936.0 


29.0 


4994.4 


1348.5 


.1 


2238.9 


604.5 


.1 


3494.5 


943.5 


.1 


5027.8 


1357.5 


.2 


2261.3 


610.6 


.2 


3522.4 


951.1 


.2 


5061.3 


1366.6 


.3 


2283.8 


616.6 


.3 


3550.5 


958.6 


.3 


5094.9 


1375.6 


.4 


2306.4 


622.7 


.4 


3578.7 


966.2 


.4 


5128.7 


1384.7 


.5 


2329.2 


628.9 


.5 


3606.9 


973.9 


.5 


5162.5 


1393.9 


.6 


2352.0 


635.0 


.6 


3635.3 


981.5 


.6 


5196.4 


1403.0 


.7 


2374.9 


641.2 


.7 


3663.8 


989.2 


.7 


5230.5 


1412.2 


.8 


2398.0 


647.5 


.8 


3692.4 


997.0 


.8 


5264.7 


1421.5 


.9 


2421.2 


653.7 


.9 


3721.2 


1004.7 


.9 


529^.9 


1430.7 


20.0 


2444.4 


660.0 


25.0 


3750.0 


1012.5 


30.0 


5333.3 


1440.0 



28 



CUBIC CONTENTS OF LEVEE EMBANEJfENTS 



TABLE II Side Slopes 1} 

Crown 4 Feet 



Vcrtiral 
Hdifat 
in feet 


Cubie 
Yds-Pter 
100 feet 


Sq.Ft. 
inCroH 
Sectkm 


Vertical 
Heifht 
in feet 


Cubic 
Y<k.Per 
100 feet 


8q.Ft. 
inCroBB 


Verticd 
Heicht 
in feet 


Cubic 
100 feet 


So. Ft. 
inCroBi 
Seetioii 


0.1 


1.54 


0.415 


5.1 


220.1 


59.4 


10.1 


716.4 


193.4 


.2 


3.19 


0.860 


.2 


227.3 


61.4 


.2 


729.1 


196.9 


.3 


4.94 


1.34 


.3 


234.6 


63.3 


.3 


742.0 


200.3 


.4 


6.81 


1.84 


.4 


242.0 


65.3 


.4 


755.0 


203.8 


.5 


8.8 


2.38 


.5 


249.5 


67.4 


.5 


768.1 


207.4 


.6 


10.9 


2.94 


.6 


257.2 


69.4 


.6 


781.3 


210.9 


.7 


13.1 


3.54 


.7 


264.9 


71.5 


.7 


794.6 


214.5 


.8 


15.4 


4.16 


.8 


272.8 


73.7 


.8 


808.0 


218.2 


.9 


17.8 


4.82 


.9 


280.8 


75.8 


.9 


821.5 


221.8 


1.0 


20.4 


5.50 


6.0 


288.9 


78.0 


11.0 


835.2 


225.5 


.1 


23.0 


6.2 


.1 


297.1 


80.2 


.1 


848.9 


229.2 


M 


25.8 


7.0 


.2 


305.4 


82.5 


.2 


862.8 


233.0 


.3 


28.6 


7.7 


.3 


313.8 


84.7 


.3 


876.8 


236.7 


.4 


31.6 


8.5 


.4 


322.4 


87.0 


.4 


890.9 


240.5 


.5 


34.7 


9.4 


.5 


331.0 


89.4 


.5 


905.1 


244.4 


.6 


37.9 


10.2 


.6 


339.8 


91.7 


.6 


919.4 


248.2 


.7 


41.2 


11.1 


.7 


348.6 


94.1 


.7 


933.8 


252.1 


.8 


44.7 


12.1 


.8 


357.6 


96.6 


.8 


948.4 


256.1 


.9 


48.2 


13.0 


.9 


366.7 


99.0 


.9 


963.0 


260.0 


2.0 


51.9 


14.0 


7.0 


375.9 


101.5 


12.0 


977.8 


264.0 


.1 


55.6 


15.0 


.1 


385.2 


104.0 


.1 


992.6 


268.0 


.2 


59.5 


16.1 


.2 


394.7 


106.6 


.2 


1007.6 


272.1 


.3 


63.5 


17.1 


.3 


404.2 


109.1 


.3 


1022.7 


276.1 


.4 


67.6 


18.2 


.4 


413.9 


111.7 


.4 


1037.9 


280.2 


.5 


71.8 


19.4 


.5 


423.6 


114.4 


.5 


1053.2 


284.4 


.6 


76.1 


20.5 


.6 


433.5 


117.0 


.6 


1068.7 


288.5 


.7 


80.5 


21.7 


.7 


443.5 


119.7 


.7 


1084.2 


292.7 


.8 


85.0 


23.0 


.8 


453.6 


122.5 


.8 


1099.9 


297.0 


.9 


89.7 


24.2 


.9 


463.8 


125.2 


.9 


1115.6 


301.2 


3.0 


94.4 


25.5 


8.0 


474.1 


128.0 


13.0 


1131.5 


305.5 


.1 


99.3 


26.8 


.1 


484.5 


130.8 


.1 


1147.5 


309.8 


.2 


104.3 


28.2 


.2 


495.0 


133.7 


.2 


1163.6 


314.2 


.3 


109.4 


29.5 


.3 


505.7 


136.5 


.3 


1179.8 


318.5 


4. 


114.6 


30.9 


.4 


516.4 


139.4 


.4 


1196.1 


322.9 


.5 


119.9 


32.4 


.5 


527.3 


142.4 


.5 


1212.5 


327.4 


.6 


125.3 


33.8 


.6 


538.3 


145.3 


.6 


1229.0 


331.8 


.7 


130.9 


35.3 


.7 


549.4 


148.3 


.7 


1245.7 


336.3 


.8 


136.5 


36.9 


.8 


560.6 


151.4 


.8 


1262.4 


340.9 


.9 


142 3 


38.4 


.9 


571.9 


154.4 


.9 


1279.3 


345.4 


4.0 


148.1 


40.0 


9.0- 


583.3 


157.5 


14.0 


1296.3 


350.0 


.1 


154.1 


41.6 


.1 


594.9 


160.6 


.1 


1313.4 


354.6 


.2 


160.2 


43.3 


.2 


606.5 


163.8 


.2 


1330.6 


359.3 


.3 


166.4 


44.9 


.3 


618 3 


166.9 


.3 


1347.9 


363.9 


.4 


172.7 


46.6 


.4 


630.1 


170.1 


.4 


1365.3 


368.6 


.5 


179.2 


48.4 


.5 


642.1 


173.4 


.5 


1382.9 


373.4 


.6 


185.7 


50.1 


.6 


654.2 


176.6 


.6 


1400.5 


378.1 


.7 


192.4 


51.9 


.7 


666.4 


179.9 


.7 


1418.3 


382.9 


.8 


199.1 


53.8 


.8 


678.7 


183.3 


.8 


1436.1 


387.8 


.9 


206.0 


55.6 


.9 


691.2 


186.6 


.9 


1454.1 


392.6 


*.o 


213 


57.5 


10.0 


703.7 


190.0 


15.0 


1472.2 


397.5 



CUBIC CONTENTS OF LEYEB EMBANKMENTS 



29 



TABLE II Side Slopes 1} : 1 

Crown 4 Feet 



Vertinil 
Height 


Cubic 
Ydfl. Per 


8a.Ft. 
inCrosB 


Vertical 
Height 


Cubic 
Yds. Per 


Sq.Ft. 
inCroBS 


Vfrtiml 
Height 


Cubic 
Yds.Pw 


So. Ft 
inCroM 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


15.1 


1490.4 


402.4 


20.1 


2542.3 


686.4 


25.1 


3871.9 


1045.4 


.2 


1508.7 


407.4 


.2 


2566.1 


692.9 


.2 


3901.3 


1053.4 


.3 


1527.2 


412.3 


.3 


2590.1 


699.3 


.3 


3930.9 


1061.3 


.4 


1545.7 


417.3 


.4 


2614.2 


705.8 


.4 


3960.5 


1069.3 


.5 


1564.4 


422.4 


.5 


2638.4 


712.4 


.5 


3990.3 


1077.4 


.6 


1583.1 


427.4 


.6 


2662.7 


718.9 


.6 


4020.1 


1085.4 


.7 


1602.0 


432.5 


.7 


2687.2 


725.5 


.7 


4050.1 


1093.5 


.8 


1621.0 


437.7 


.8 


2711.7 


732.2 


.8 


4080.2 


1101.7 


.9 


1640.1 


442.8 


.9 


2736.4 


738.8 


.9 


4110.4 


1109.8 


16.0 


1659.3 


448.0 


21.0 


2761 . 1 


745.5 


26.0 


4140.7 


1118.0 


.1 


1678.6 


453.2 


.1 


2786.0 


752.2 


.1 


4171.2 


1126.2 


.2 


1698.0 


458.5 


.2 


2811.0 


759.0 


.2 


4201.7 


1134.5 


.3 


1717.5 


463.7 


.3 


2836.1 


765.7 


.3 


4232.4 


1142.7 


.4 


1737.2 


469.0 


.4 


2861.3 


772.5 


.4 


4263.1 


1151.0 


.5 


1756.9 


474.4 


.5 


2886.6 


779.4 


.5 


4294.0 


1159.4 


.6 


1776.8 


479.7 


.6 


2912.0 


786.2 


.6 


4325.0 


1167.7 


.7 


1796.8 


485.1 


.7 


2937.5 


793.1 


.7 


4356.1 


1176.1 


.8 


1816.9 


490.6 


.8 


2963.2 


800.1 


.8 


4387.3 


1184.6 


.9 


1837.1 


496.0 


.9 


2988.9 


807.0 


.9 


4418.6 


1193.0 


17.0 


1857.4 


501.5 


22.0 


3014.8 


814.0 


27.0 


4450.0 


1201.5 


.1 


1877.8 


507.0 


.1 


3040.8 


821.0 


.1 


4481.5 


1210.0 


.2 


1898.4 


512.6 


.2 


3066.9 


828.1 


.2 


4513.2 


1218.6 


.3 


1919.0 


518.1 


.3 


3093.1 


835.1 


.3 


4544.9 


1227.1 


.4 


1939.8 


523.7 


.4 


3119.4 


842.2 


.4 


4576.8 


1235.7 


.5 


1960.6 


529.4 


.5 


3145.8 


849.4 


.5 


4608.8 


1244.4 


.6 


1981.6 


535.0 


.6 


3172.4 


856.5 


.6 


4640.9 


1253.0 


.7 


2002.7 


540.7 


.7 


3199.0 


863.7 


.7 


4673.1 


1261.7 


.8 


2023.9 


546.5 


.8 


3225.8 


871.0 


.8 


4705.4 


1270.5 


.9 


2045. 2 


552.2 


.9 


3252.6 


878.2 


.9 


4737.8 


1279.2 


18.0 


2066.7 


558.0 


23.0 


3279.6 


885.5 


28.0 


4770.4 


1288.0 


.1 


2088.2 


563.8 


.1 


3306.7 


892.8 


.1 


4803.0 


1296.8 


.2 


2109.9 


569.7 


.2 


3333.9 


900.2 


.2 


4835.8 


1305.7 


.3 


2131.6 


575.5 


.3 


3361.2 


907.5 


.3 


4868.6 


1314.5 


.4 


2153.5 


581.4 


.4 


3388.7 


914.9 


.4 


4901.6 


1323.4 


.5 


2175.5 


587.4 


.5 


3416.2 


922.4 


.5 


4934.7 


1332.4 


.6 


2197.6 


593.3 


.6 


3443.9 


929.8 


.6 


4967.9 


1341.3 


.7 


2219.8 


599.3 


.7 


3471.6 


937.3 


.7 


5001.2 


1350.3 


.8 


2242.1 


605.4 


.8 


3499.5 


944.9 


.8 


5034.7 


1359.4 


.9 


2264.5 


611.4 


.9 


3527.5 


952.4 


.9 


5068.2 


1368.4 


19.0 


2287.0 


617.5 


24.0 


3555.6 


960.0 


29.0 


5101.9 


1377.5 


.1 


2309.7 


623.6 


.1 


3583.8 


967.6 


.1 


5135.6 


1386.6 


.2 


2332.4 


629 8 


.2 


3612.1 


975.3 


.2 


5169.5 


1395.8 


.3 


2355.3 


635.9 


.3 


3640.5 


982.9 


.3 


5203.5 


1404.9 


.4 


2378.3 


642.1 


.4 


3669.0 


• 990.6 


.4 


5237.6 


1414.1 


.5 


2401.4 


648.4 


.5 


3697.7 


998.4 


.5 


5271.8 


1423.4 


.6 


2424.6 


654.6 


.6 


3726.4 


1006.1 


.6 


5306.1 


1432.6 


.7 


2447.9 


660.9 


.7 


3755.3 


1013.9 


.7 


5340.5 


1441.9 


.8 


2471.3 


667.3 


.8 


3784.3 


1021.8 


.8 


5375.0 


1451.3 


.9 


2494.9 


673.6 


.9 


3813.4 


1029.6 


.9 


5409.7 


1460.6 


20.0 


2518.5 


680.0 


25.0 


3842.6 


1037.5 


30.0 


5444.4 


1470.0 






• 















30 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE II Side Slopes IJ : 1- 

Crown 5 Feet 



Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq. Ft. 
in Cross 
Section 


Vertica I 

Height 

infect 


Cubic 
Yds. Per 
100 feet 


Sq. Ft. 
in Cross 
Section 


Vertical 
Height 
in fee 1 


Cubic 
Yds. Per 
100 feet 


Sq. Ft. 
in Cross 
Section 


0.1 


1.91 


0.52 


5.1 


238.9 


64.5 


10.1 


753.8 


203.5 


.2 


3.93 


1.06 


.2 


246.5 


66.6 


.2 


766.9 


207 1 


.3 


6.06 


1.64 


.3 


254.2 


68.6 


.3 


780.1 


210.6 


.4 


8.3 


2.24 


.4 


262.0 


70.7 


.4 


793.5 


214.2 


.5 


10.6 


2.88 


.5 


269.9 


72.9 


.5 


806.9 


217.9 


.6 


13.1 


3.54 


.6 


277.9 


75.0 


.6 


820.5 


221.5 


.7 


15.7 


4.24 


.7 


286.1 


77.2 


.7 


834.2 


225.2 


.8 


18.4 


4.96 


.8 


294.3 


79.5 


.8 


848.0 


229.0 


.9 


21.2 


5.72 


.9 


302.6 


81.7 


.9 


861.9 


232.7 


1.0 


24.1 


6.5 


6.0 


311.1 


84.0 


11.0 


875.9 


236.5 


.1 


27.1 


7.3 


.1 


319.7 


86.3 


.1 


890.1 


240.3 


.2 


30.2 


8.2 


.2 


328.4 


88.7 


.2 


904.3 


244.2 


.3 


33.5 


9.0 


.3 


337.2 


91.0 


.3 


918.6 


248.0 


.4 


36.8 


9.9 


.4 


346.1 


93.4 


.4 


933.1 


251.9 


.5 


40.3 


10.9 


.5 


355.1 


95.9 


.5 


947.7 


255.9 


.6 


43.9 


11.8 


.6 


364.2 


98.3 


.6 


962.4 


259.8 


.7 


47.5 


12.8 


.7 


373.5 


100.8 


.V 


977.2 


263.8 


.8 


51.3 


13.9 


.8 


382.8 


103.4 


.8 


992.1 


267.9 


.9 


55.2 


14.9 


.9 


392.3 


105.9 


.9 


1007.1 


271.9 


2.0 


59.3 


16.0 


7.0 


401.9 


108.5 


12.0 


1022.2 


276.0 


.1 


63.4 


17.1 


.1 


411.5 


111.1 


.1 


1037.5 


• 
280.1 


.2 


67.6 


18.3 


.2 


421.3 


113.8 


.2 


1052.8 


284.3 


.3 


72.0 


19.4 


.3 


431.2 


116.4 


.3 


1068.3 


288.4 


.4 


76.4 


20.6 


.4 


441.3 


119.1 


.4 


1083.9 


292.6 


.5 


81.0 


21.9 


.5 


451.4 


121.9 


.5 


1099.5 


296.9 


.6 


85.7 


23.1 


.6 


461.6 


124.6 


.6 


1115.3 


301.1 


.7 


90.5 


24.4 


.7 


472.0 


127.4 


.7 


1131.2 


305.4 


.8 


95.4 


25.8 


.8 


482.4 


130.3 


.8 


1147.3 


309.8 


.9 


100.4 


27.1 


.9 


493.0 


133.1 


.9 


1163.4 


314.1 


3.0 


105.6 


28.5 


8.0 


. 503.7 


136.0 


13.0 


1179.6 


318.5 


.1 


110.8 


29.9 


.1 


514.5 


138.9 


.1 


1196.0 


322.9 


.2 


116.1 


31.4 


.2 


525.4 


141.9 


.2 


1212.4 


327.4 


.3 


121.6 


32.8 


.3 


536.4 


144.8 


.3 


1229.0 


331.8 


.4 


127.2 


34.3 


.4 


547.6 


147.8 


.4 


1245.7 


336.3 


.5 


132.9 


35.9 


.5 


558.8 


150.9 


.5 


1262.5 


340.9 


.6 


138.7 


37.4 


.6 


570.1 


153.9 


.6 


1279.4 


345.4 


.7 


144.6 


39.0 


.7 


581.6 


157.0 


.7 


1296.4 


350.0 


.8 


150.9 


40.7 


.8 


593.2 


160.2 


.8 


1313.6 


354.7 


.9 


156.7 


42.3 


.9 


604.9 


163.3 


.9 


1330.8 


359.3 


4.0 


163.0 


44.0 


9.0 


616.7 


166.5 


14.0 


1348.1 


364.0 


.1 


169.3 


45.7 


.1 


628.6 


169.7 


.1 


1365.6 


368.7 


.2 


175.8 


47.5 


.2 


640.6 


173.0 


.2 


1383.2 


373.5 


.3 


182.4 


49.2 


.3 


652.7 


176.2 


.3 


1400.9 


378.2 


.4 


189.0 


51.0 


.4 


665.0 


179.5 


.4 


1418.7 


383.0 


.5 


195.8 


52.9 


.5 


677.3 


182.9 


.5 


1436.6 


387.9 


.6 


202.7 


54.7 


.6 


689.8 


186.2 


.6 


1454.6 


392.7 


.7 


209.8 


56.6 


.7 


702.4 


189.6 


.7 


1472.7 


397.6 


.8 


216.9 


58.6 


.8 


715.0 


193.1 


.8 


1491.0 


402.6 


.9 


224.1 


60.5 


.9 


727.8 


196.5 


.9 


1509.3 


407.5 


5.0 


231.5 


62.5 


10.0 


740.7 


200.0 


15.0 


1527.8 


412.5 



CUBIC CONTENTS OP LEVEE EMBANKMENTS 



31 



TABLE II Side Slopes 1} : 1 

Crown 5 Feet 



'erticd 
Height 
in feet 



15.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
16.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
17.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
18.0 

.1 
.2 
.3- 
.4 
.5 

.6 
.7 
.8 
.9 
19.0 

.1 
.2 
.3 
.4 

.5 

.6 
.7 
.8 
.9 
20.0 



Cubio 
Yds. Per 
100 feet 



So. Ft. 
inCroBS 
Section 



Vertioal 
Height 
in feet 



Cubio 
Yds. Per 
100 feet 



Sq.Ft 
in Cross 
Section 



Vertieal 
Height 
in feet 



Cubio 
Yds, Per 
100 feet 



in Cross 
Section 



1546.4 
1565.0 
1583.8 
1602.7 
1621.8 

1640.9 
1660.1 
1679.5 
1698.9 
1718.5 

1738.2 
1758.0 
1777.9 
1797.9 
1818.1 

1838.3 
1858.6 
1879.1 
1899.7 
1920.4 

1941.2 
1962.1 
1983.1 
2004.2 
2025.5 

2046.8 
2068.3 
2089.9 
2111.5 
2133.3 

2155.2 
2177.3 
2199.4 
2221.6 
2244.0 

2266.4 
2289.0 
2311.7 
2334.5 
2357.4 

2380.4 
2403.6 
2426.8 
2450.1 
2473.6 

2497.2 
2520.9 
2544.7 
2568.6 
2592.6 



417.5 


20.1 


422.6 


.2 


427.6 


.3 


432.7 


.4 


437.9 


.5 


443.0 


.6 


448.2 


.7 


453.5 


.8 


458.7 


.9 


464.0 


21.0 


469.3 


.1 


474.7 


.2 


480.0 


.3 


485.4 


.4 


490.9 


.5 


496.3 


.6 


501.8 


.7 


507.4 


.8 


512.9 


.9 


518.5 


22.0 


524.1 


.1 


529.8 


.2 


535.4 


.3 


541.1 


.4 


546.9 


.5 


552.6 


.6 


558.4 


.7 


564.3 


.8 


570.1 


.9 


576.0 


23.0 


581.9 


.1 


587.9 


.2 


593.8 


.3 


599.8 


.4 


605.9 


.5 


611.9 


.6 


618.0 


.7 


624.2 


.8 


630.3 


.9 


636.^ 


24.0 


642.7 


.1 


649.0 


.2 


655.2 


.3 


661.5 


.4 


667.9 


.5 


674.2 


.6 


680.6 


.7 


687.1 


.8 


693.5 


.9 


700.0 


25.0 



2616.7 
2641.0 
2665.3 
2689.8 
2714.4 

2739.0 
2763.8 
2788.7 
2813.8 
2838.9 

2864.1 
2889.5 
2914.9 
2940.5 
2966.2* 

2992.0 
3017.9 
3043.9 
3070.1 
3096.3 

3122.6 
3149.1 
3175.7 
.3202.4 
3229.2 

3256.1 
3283.1 
3310.2 
3337.5 
3364.8 

3392.3 
3419.9 
3447.5 
3475.3 
3503.2 

3531.3 
3559.4 
3587.6 
3616.0 
3644.4 

3673.0 
3701.7 
3730.5 
3759.4 
3788.4 

3817.6 
3846.8 
3876.1 
3905.6 
3935.2 



706.5 
713.1 
719.6 
726.2 
732.9 

739.5 
746.2 
753.0 
759.7 
766.5 

773.3 
780.2 
787.0 
793.9 
800.9 

807.8 
814.8 
821.9 
828.9 
836.0 

843.1 
850.3 
857.4 
864.6 
871.9 

879.1 
886.4 
893.8 
901.1 
^.5 

915.9 
923.4 
930.8 
938.3 
945.9 

953.4 
961.0 
968.7 
976.3 
984.0 

991.7 

999.5 

1007.2 

1015.0 

1022.9 

1030.7 
1038.6 
1046.6 
1054.5 
1062.5 



25.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
26.0 



.1 
.2 
.3 
.4 
.5 



.6 
.7 
.8 
.9 
27.0 

.1 
.2 
.3 

.4 
.5 

.6 
.7 
.8 
.9 
28.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
29.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
30.0 



3964.9 
3994.7 
4024.6 
4054.6 
4084.7 

4115.0 
4145.3 
4175.8 
4206.4 
4237.0 

4267.8 
4298.7 
4329.8 
4360.9 
4392.1 

4423.5 
4454.9 
4486.5 
4518.2 
4550.0 

4581.9 
4613.9 
4646.1 
4678.3 
4710.6 

4743.1 
4775.7 
4808.4 
4841.2 
4874.1 

4907.1 
4940.2 
4973.5 
5006.8 
5040.3 

5073.9 
5107.5 
5141.3 
5175.2 
5209.3 

5243.4 
5277.6 
5312.0 
5346.4 
5381.0 

5415.7 
5450.5 
5485.4 
5520.4 
5555.6 



1070.5 
1078.6 
1086.6 
1094.7 
1102.9 

1111.0 
1119.2 
1127.5 
1135.7 
1144.0 

1152.3 
1160.7 
1169.0 
1177.4 
1185.9 

1194.3 
1202.8 
1211.4 
1219.9 
1228.5 

1237.1 
1245.8 
1254.4 
1263.1 
1271.9 

1280.6 
1289.4 
1298.3 
1307.1 
1316.0 

1324.9 
1333.9 
^342.8 
1351.8 
1360.9 

1369.9 
1379.0 
1388.2 
1397.3 
1406.5 

1415.7 
1425.0 
1434.2 
1443.5 
1452.9 

1462.2 
1471.6 
1481.1 
1490.5 
1500.0 



32 



CUBIC CONTEXTS OF LEVEE EMBAX&ltEXTS 



TABLE II Side Slopes 1} : 1 

Crown 6 Feet 



VerUoal 
Height 
in feet 


Cubic 
Ydi.Per 
100 feet 


So. Ft 
inCroa 
SeetioD 


■ 

Vertied 
HeiKfat 
infect 


Cubic 

Yde.Per 

100 feet 


Sq.Ft 
inCroa 
Seetioa 


Vfrtind 
Height 
in feet 


Cubic 
Y<b.Per 
100 feet 


Sq.Ft 

inCraa 

SectiOD 


0.1 


2.28 


0.62 


5.1 


257.8 


69.6 


10.1 


791.2 


213.6 


.2 


4.67 


1.26 


.2 


265.8 


71.8 


.2 


804.7 


217.3 


.3 


7.17 


1.94 


.3 


273.8 


73.9 


.3 


818.3 


220.9 


.4 


9.8 


2.64 


.4 


282.0 


76.1 


.4 


832.0 


224.6 


.5 


12.5 


3.38 


.5 


290.3 


78.4 


.5 


845.8 


228.4 


.6 


15.3 


4.14 


.6 


298.7 


80.6 


.6 


859.8 


232.1 


.7 


18.3 


4.94 


.7 


307.2 


82.9 


.7 


873.8 


235.9 


.8 


21.3 


5.76 


.8 


315.8 


85.3 


.8 


888.0 


239.8 


.9 


24.5 


6.6 


.9 


324.5 


87.6 


.9 


902.3 


243.6 


1.0 


27.8 


7.5 


6.0 


333.3 


90.0 


11.0 


916.7 


247.5 


.1 


31.2 


8.4 


.1 


342.3 


92.4 


.1 


931.2 


251.4 


.2 


34.7 


9.4 


.2 


351.3 


94.9 


.2 


945.8 


255.4 


.3 


38.3 


10.3 


.3 


360.5 


97.3 


.3 


960.5 


259.3 


.4 


42.0 


11.3 


.4 


369.8 


99.8 


.4 


975.3 


263.3 


.5 


45.8 


12.4 


.5 


379.2 


102.4 


.5 


990.3 


267.4 


.6 


49.8 


13.4 


.6 


388.7 


104.9 


.6 


1005.3 


271.4 


.7 


53.8 


14.5 


.7 


398.3 


107.5 


.7 


1020.5 


275.5 


.8 


58.0 


15.7 


.8 


408.0 


110.2 


.8 


1035.8 


279.7 


.9 


62.3 


16.8 


.9 


417.8 


112.8 


.9 


1051.2 


283.8 


2.0 


66.7 


18.0 


7.0 


427.8 


115.5 


12.0 


1066.7 


288.0 


.1 


71.2 


19.2 


.1 


437.8 


118.2 


.1 


1082.3 


292.2 


.2 


75.8 


20.5 


.2 


448.0 


121.0 


.2 


1098.0 


296 5 


.3 


80.5 


21.7 


.3 


458.3 


123.7 


.3 


1113.8 


300.7 


.4 


85.3 


23.0 


.4 


468.7 


126.5 


.4 


1129.8 


305. 


.5 


90.3 


24.4 


.5 


479.2 


129.4 


.5 


1145.8 


309.4 


.6 


95.3 


25.7 


.6 


489.8 


132.2 


.6 


1162.0 


313.7 


.7 


100.5 


27.1 


.7 


500.5 


135.1 


.7 


1178.3 


318.1 


.8 


105.8 


28.6 


.8 


511.3 


138.1 


.8 


1194.7 


322.6 


.9 


111.2 


30.0 


.9 


522.3 


141.0 


.9 


1211.2 


327.0 


3.0 


116.7 


31.5 


8.0 


533.3 


144.0 


13.0 


1227.8 


331 5 


.1 


122.3 


33.0 


.1 


544.5 


147.0 


.1 


1244.5 


336.0 


.2 


128.0 


34.6 


.2 


555.8 


150.1 


.2 


1261.3 


340 6 


.3 


133.8 


36.1 


.3 


567.2 


153.1 


.3 


1278.3 


345.1 


.4 


139.8 


37.7 


.4 


578.7 


156.2 


.4 


1295.3 


349.7 


.5 


145.8 


39.4 


.5 


590.3 


159.4 


.5 


1312.5 


354.4 


.6 


152.0 


41.0 


.6 


602.0 


162.5 


.6 


1329.8 


359.0 


.7 


158.3 


42.7 


.7 


613.8 


165.7 


.7 


1347.2 


363.7 


.8 


164.7 


44.5 


.8 


625.8 


169.0 


.8 


1364.7 


368.5 


.9 


171.2 


46.2 


.9 


637.8 


172.2 


.9 


1382.3 


373.2 


4.0 


177.8 


48.0 


9.0 


650.0 


175.5 


14.0 


1400.0 


378.0 


.1 


184.5 


49.8 


.1 


662.3 


178.8 


.1 


1417.8 


382.8 


.2 


191.3 


51.7 


.2 


674.7 


182.2 


.2 


1435.8 


387.7 


.3 


198.3 


53.5 


.3 


687.2 


185.5 


.3 


1453.8 


392.5 


.4 


205.3 


55.4 


.4 


699.8 


188.9 


.4 


1472.0 ' 


397.4 


.5 


212.5 


57.4 


.5 


712.5 


192.4 


.5 


1490.3 


402.4 


.6 


219.8 


59.3 


.6 


725.3 


195.8 


.6 


1508.7 


407.3 


.7 


227.2 


61.3 


.7 


738.3 


199.3 


.7 


1527.2 


412.3 


.8 


234.7 


63.4 


.8 


751.3 


202.9 


.8 


1545.8 


417.4 


.9 


242.3 


65.4 


.9 


764.5 


206.4 


.9 


1564.5 


422.4 


'^.O 


250.0 


67.5 


10.0 


777.8 


210.0 


15.0 


1583.3 


427.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



33 



TABLE II Side Slopes 1^:1 

Crown 6 Feet 



Vertical 
Height 
in feet 


Cubic 
Ydi.Per 
100 feet 


Sq.Ft 
inCroea 
Section 


Vertioel 
Heuht 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 

inCroas 

Section 


Vertical 
Height 
infect 


Cubic 
Yda.Per 
100 feet 


Sq.Ft. 
in Croes 
Section 


15.1 


1602.3 


432.6 


1 
20.1 


2691.2 


726.6 


25.1 


4057.8 


1095.6 


.2 


1621.3 


437.8 


.2 


2715.8 


733.3 


.2 


4088.0 


1103.8 


.3 


1640.5 


442.9 


.3 


2740.5 


739.9 


.3 


4118.3 


1111.9 


. .4 


1659.8 


448.1 


.4 


2765.3 


746.6 


.4 


4148.7 


1120.1 


.5 


1679.2 


453.4 


.5 


2790.3 


753.4 


.5 


4179.2 


1128.4 


.6 


1698.7 


458.6 


.6 


2815.3 


760.1 


.6 


4209.8 


1136.6 


.7 


1718.3 


463.9 


.7 


2840.5 


766.9 


.7 


4240.5 


1144.9 


.8 


1738.0 


469.3 


.8 


2865.8 


773.8 


.8 


4271.3 


1153.3 


.9 


1757.8 


474.6 


.9 


2891.2 


780.6 


.9 


4302.3 


1161.6 


16.0 


1777.8 


480.0 


21.0 


2916.7 


787.5 


26.0 


4333.3 


1170.0 


.1 


1797.8 


485.4 


.1 


2942.3 


794.4 


.1 


4364.5 


1178.4 


.2 


1818.0 


490.9 


.2 


2968.0 


801.4 


.2 


4395.8 


1186.9 


.3 


18^.3 


496.3 


.3 


2993.8 


808.3 


.3 


4427.2 


1195.3 


.4 


1858.7 


501.8 


.4 


3019.8 


815.3 


.4 


4458.7 


1203.8 


.5 


1879.2 


507.4 


.5 


.3045.8 


822.4 


.5 


4490.3 


1212.4 


.6 


1899.8 


512.9 


.6 


3072.0 


829.4 


.6 


4522.0 


1220.9 


.7 


1920.5 


518.5 


.7 


3098.3 


836.5 


.7 


4553.8 


1229.5 


.8 


1941.3 


524.2 


.8 


3124.7 


843.7 


.8 


4585.8 


1238.2 


.9 


1962.3 


529.8 


.9 


3151.2 


850.8 


.9 


4617.8 


1246.8 


17.0 


1983.3 


535.5 


22.0 


3177.8 


858.0 


27.0 


4650.0 


1255.5 


.1 


2004.5 


541.2 


.1 


3204.5 


865.2 


.1 


4682.3 


1264.2 


.2 


2025.8 


547.0 


.2 


3231.3 


872.5 


.2 


4714.7 


1273.0 


.3 


2047.2 


552.7 


.3 


3258.3 


879.7 


.3 


4747.2 


1281.7 


.4 


2068.7 


558.5 


.4 


3285.3 


887.0 


.4 


4779.8 


1290.5 


;5 


2090.3 


564.4 


.5 


3312.5 


894.4 


.5 


4812.5 


1299.4 


.6 


2112.0 


570.2 


.6 


3339.8 


901.7 


.6 


4845.3 


1308.2 


.7 


2133.8 


576.1 


.7 


3367.2 


909.1 


.7 


4878.3 


1317.1 


.8 


2155.8 


582.1 


.8 


3394.7 


916.6 


.8 


4911.3 


1326.1 


.9 


2177.8 


588.0 


.9 


3422.3 


924.0 


.9 


4944.5 


1335.0 


18.0 


2200.0 


594.0 


23.0 


3450.0 


931.5 


28.0 


4977.8 


1344.0 


.1 


2222.3 


600.0 


.1 


3477.8 


939.0 


.1 


5011.2 


1353.0 


.2 


2244.7 


606.1 


.2 


3505.8 


946.6 


.2 


5044.7 


1362.1 


.3 


2267.2 


612.1 


.3 


3533.8 


954.1 


.3. 


5078.3 


1371.1 


.4 


2289.8 


618.2 


.4 


3562.0 


961.7 


.4 


5112.0 


1380.2 


.5 


2312.5 


624.4 


.5 


3590.3 


969.4 


.5 


5145.8 


1389.4 


.6 


2335.3 


630.5 


.6 


3618.7 


977.0 


.6 


5179.8 


1398.5 


.7 


2358.3 


636.7 


.7 


3647.2 


984.7 


.7 


5213.8 


1407.7 


.8 


2381.3 


643.0 


.8 


3675.8 


992.5 


.8 


5248.0 


1417.0 


.9 


2404.5 


649.2 


.9 


3704.5 


1000.2 


.9 


5282.3 


1426.2 


19.0 


2427.8 


655.5 


24.0 


3733.3 


1008.0 


29.0 


5316.7 


1435.5 


.1 


2451.2 


661.8 


.1 


3762.3 


1015.8 


.1 


5351.2 


1444.8 


.2 


2474.7 


668.2 


.2 


3791.3 


1023.7 


.2 


5385.8 


1454.2 


.3 


2498.3 


674.5 


.3 


3820.5 


1031.5 


;3 


5420.5 


1463.5 


.4 


2522.0 


680.9 


.4 


3849.8 


1039.4 


.4 


5455.3 


1472.9 


.5 


2545.8 


687.4 


.5 


3879.2 


1047.4 


.5 


5490.3 


1182.4 


.6 


2569.8 


693.8 


.6 


3908.7 


1055.3 


.6 


5525.3 


1491.8 


.7 


2593.8 


700.3 


.7 


3938.3 


1063.3 


.7 


5560.5 


1501.3 


.8 


2618.0 


706.9 


.8 


3968.0 


1071.4 


.8 


5595.8 


1510.9 


.9 


2642.3 


713.4 


.9 


3997.8 


1079.4 


.9 


5631.2 


1520.4 


ao.o 


2666.7 


720.0 


25.0 


4027.8 


1087.5 


30.0 


5666.7 


1.530.0 



34 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE II Side Slopes 1} : 1 

Crown 7 Feet 



Vrrtkal 


Cubic 


Sq.Ft. 


Vertiral 


Cubic 


Sq.Ft. 


Vertical 


Cubic 


8q.Pt 


Height 


Yds. Per 


in Cross 


Height 


Yds. Per 


in Cross 


Height 


Yds. Per 


in Cross 


in feet 


100 feet 


Sectkm 


in feet 


100 feet 


Sectkn 


in feet 


100 feet 


Seetioa 


0.1 


2.65 


0.72 


5.1 


276.7 


74.7 


10.1 


828.6 


223.7 


.2 


5.41 


1.46 


.2 


285.0 


77.0 


.2 


842.4 


227.5 


.3 


8.3 


2 24 


.3 


293.5 


79.2 


.3 


856.4 


231.2 


.4 


11.3 


3.04 


.4 


302.0 


81.5 


.4 


870.5 


2.35.0 


r 


14.4 


3.88 


.5 


310.6 


83.9 


.5 


884.7 


238.9 


.6 


17.6 


4.74 


.6 


319.4 


86.2 


.6 


899.0 


242. 7 


.7 


20.9 


5.64 


.7 


328.3 


88.6 


.7 


913.5 


246. 6 


.8 


24.3 


6.6 


.8 


337.3 


91.1 


.8 


928.0 


250.6 


.9 


27.8 


7.5 


.9 


346.4 


93.5 


.9 


942.6 


254.5 


1.0 


31.5 


8.5 


6.0 


355.6 


96.0 


11.0 


957.4 


258.5 


.1 


35.2 


9.5 


.1 


364.9 


98.5 


.1 


972.3 


262.5 


.2 


39.1 


10.6 


.2 


374.3 


101.1 


.2 


987.3 


266.6 


.3 


43.1 


11.6 


.3 


383.8 


103.6 


.3 


1002.4 


270.6 


.4 


47.2 


12.7 


.4 


393.5 


106.2 


.4 


1017.6 


274.7 


.5 


51.4 


13.9 


.5 


403.2 


108.9 


.5 


1032.9 


278.9 


.6 


55.7 


15.0 


.6 


413.1 


111.5 


.6 


1048.3 


283.0 


.7 


60.1 


16.2 


.7 


423.1 


114.2 


.7 


1063.8 


287.2 


.8 


64.7 


17.5 


.8 


433.2 


117.0 


.8 


1079.5 


291.5 


.9 


69.3 


18.7 


.9 


443.4 


119.7 


.9 


1095.2 


295.7 


2.0 


74.1 


20.0 


7.0 


453.7 


122.5 


12.0 


1111.1 


300. Q 


.1 


78.9 


21.3 


.1 


464.1 


125.3 


.1 


1127.1 


•304.3 


.2 


83.9 


22.7 


.2 


474.7 


128.2 


.2 


1143.2 


308.7 


.3 


89.0 


24.0 


.3 


485. 3* 


131.0 


.3 


1159.4 


313.0 


.4 


94.2 


25.4 


.4 


496.1 


133.9 


.4 


1175.7 


317.4 


.5 


99.5 


26.9 


.5 


506.9 


136.9 


.5 


1192.1 


321.9 


.6 


105.0 


28.3 


.6 


517.9 


139.8 


.6 


1208.7 


326.3 


.7 


110.5 


29.8 


.7 


529.0 


142.8 


.7 


1225.3 


330.8 


.8 


116.1 


31.4 


.8 


540.2 


145.9 


.8 


1242.1 


335.4 


.9 


121.9 


32.9 


.9 


551.5 


148.9 


.9 


1258.9 


339.9 


3.0 


127.8 


34.5 


8.0 


563.0 


152.0 


13.0 


1275.9 


344.5 


.1 


133.8 


36.1 


.1 


574.5 


155.1 


.1 


1293.0 


349.1 


.2 


139.9 


37.8 


.2 


586.1 


V58.3 


.2 


1310.2 


353.8 


.3 


146.1 


39.4 


.3 


597.9 


161.4 


.3 


1327.5 


358.4 


.4 


152.4 


41.1 


.4 


609.8 


164.6 


.4 


1345.0 


363.1 


.5 


158.8 


42.9 


-.5 


621.8 


167.9 


.5 


1362.5 


367.9 


.6 


165.3 


44.6 


.6 


633.9 


171.1 


V .6 


1380.1 


372.6 


.7 


172.0 


46.4 


.7 


646.1 


174.4 


.7 


1397.9 


377.4 


.8 


178.7 


48.3 


.8 


658.4 


177.8 


.8 


1415.8 


382.3 


.9 


185.6 


50.1 


.9 


670.8 


181.1 


.9 


1433.8 


387.1 


4.0 


192.6 


52.0 


9.0 


683.3 


184.5 


14.0 


1451.9 


392.0 


.1 


199.7 


53.9 


.1 


696.0 


187.9 


.1 


1470.1 


396.9 


.2 


206.9 


55.9 


.2 


708.7 


191.4 


.2 


1488.4 


401.9 


.3 


214.2 


57. «" 


.3 


721.6 


194.8 


.3 


1506.8 


406.8 


.4 


221.6 


59.8 


.4 


734.6 


198.3 


.4 


1525.3 


411.8 


.5 


229.2 


61.9 


.5 


747.7 


201.9 


.5 


1544.0 


416.9 


.6 


236.8 


63.9 


.6 


760.9 


205.4 


.6 


1562.7 


421.9 


.7 


244.6 


66.0 


.7 


774.2 


209.0 


.7 


1581.6 


427.0 


.8 


252.4 


68.2 


.8 


787.6 


212.7 


.8 


1600.6 


432.2 


.9 


260.4 


70.3 


.9 


801.2 


216.3 


.9 


1619.7 


437.3 


1 


268.5 


72.5 


10.0 


814.8 


220.0 


15.0 


1638.9 


442.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



35 



TABLE II Side Slopes 1^:1 

Crown 7 Feet 



Vertical 
Hei^rht 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds, Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


15.1 


1658.2 


447.7 


20.1 


2765.6 


746.7 


25.1 


4150.8 


1120.7 


.2 


1677.6 


453.0 


.2 


2790.6 


753.5 


.2 


4181.3 


1129.0 


.3 


1697.2 


458.2 


.3 


2815.7 


760.2 


.3 


4212.0 


1137.2 


.4 


1716.8 


463.5 


.4 


2840.9 


767.0 


.4 


4242.7 


1145.5 


.5 


1736.6 


468.9 


.5 


2866.2 


773.9 


.5 


4273.6 


1153.9 


.6 


1756.4 


474.2 


.6 


2891.6 


780.7 


.6 


.4304.6 


1162.2 


.7 


1776.4 


479.6 


.7 


2917.2 


787.6 


.7 


4335.7 


1170.6 


.8 


1796.5 


485.1 


.8 


2942.8 


794.6 


.8 


4366.9 


1179.1 


.9 


1816.7 


490.5 


.9 


2968.6 


801.5 


.9 


4398.2 


1187.5 


16.0 


1837.0 


496.0 


21.0 


2994.4 


808.5 


26.0 


4429.6 


1196.0 


.1 


1857.5 


501.5 


.1 


3020.4 


815.5 


.1 


4461.2 


1204.5 


.2 


1878.0 


507.1 


.2 


3046.5 


822.6 


.2 


4492.8 


1213 1 


.3 


1898.6 


512.6 


.3 


3072.7 


829.6 


.3 


4524.6 


1221.6 


.4 


1919.4 


518.2 


.4 


3099.0 


836.7 


.4 


4556.4 


1230.2 


.5 


1940.3 


523.9 


.5 


3125.5 


843.9 


.5 


4588.4 


1238.9 


.6 


1961.3 


529.5 


.6 


3152.0 


851.0 


.6 


4620.5 


1247.5 


.7 


1982.4 


535.2 


.7 


3178.6 


858.2 


.7 


4652.7 


1256.2 


.8 


2003.6 


541.0 


.8 


3205.4 


865.5 


.8 


4685.0 


1265.0 


.9 


2024.9 


546.7 


.9 


3232.3 


872.7 


.9 


4717.5 


1273.7 


17.0 


2046.3 


552.5 


22.0 


3259.3 


880.0 


27.0 


4750.0 


1282.5 


.1 


2067.8 


558.3 


.1 


3286.4 


887.3 


.1 


4782.6 


1291.3 


.2 


2089.5 


564.2 


.2 


3313.6 


894.7 


.2 


4815.4 


1300.2 


.3 


2111.2 


570.0 


.3 


3340.9 


902.0 


.3 


4848.3 


1309.0 


.4 


2133.1 


575.9 


.4 


3368.3 


909.4 


.4 


4881.3 


1317.9 


.5 


2155.1 


581.9 


.5 


3395.8 


916.9 


.5 


4914.4 


1326.9 


.6 


2177.2 


587.8 


.6 


3423.5 


924.3 


.6 


4947.6 


1335.8 


.7 


2199.4 


593.8 


.7 


3451.2 


931.8 


.7 


4980.9 


1344.8 


.8 


2221.7 


599.9 


.8 


3479.1 


939.4 


.8 


5014.3 


1353.9 


.9 


2244.1 


605.9 


.9 


3507 . 1 


946.9 


.9 


5047.8 


1362.9 


18.0 


2266.7 


612.0 


23.0 


3535.2 


954.5 


28.0 


5081.5 


1372.0 


.1 


22^9.3 


618.1 


.1 


3563.4 


962.1 


.1 


5115.2 


1381.1 


.2 


2312.1 


624.3 


.2 


3591.7 


969.8 


.2 


5149.1 


1390.3 


.3 


2334.9 


630.4 


.3 


3620.1 


977.4 


.3 


5183.1 


1399.4 


.4 


2357.9 


636.6 


.4 


3648.7 


985.1 


.4 


5217.2 


1408.6 


.5 


2381.0 


642.9 


.5 


3677.3 


992.9 


.5 


5251.4 


1417.9 


.6 


2404.2 


649.1 


.6 


3706.1 


1000.6 


.6 


5285.7 


1427.1 


.7 


2427.5 


655.4 


.7 


3734.9 


1008.4 


.7 


5320.1 


1436.4 


.8 


2451.0 


661.8 


.8 


3763.9 


1016.3 


.8 


5354.7 


1445.8 


.9 


2474.5 


668.1 


.9 


3793.0 


1024.1 


.9 


5389.3 


1455.1 


19.0 


2498.1 


674.5 


24.0 


3822.2 


1032.0 


29.0 


5424.1 


1464.5 


.1 


2521.9 


680.9 


.1 


3851.5 


1039.9 


.1 


5458.9 


1473.9 


.2 


2545.8 


687.4 


.2 


3881.0 


1047.9 


.2 


5493.9 


1483.4 


.3 


2569.8 


693.8 


.3 


3910.5 


1055.8 


.3 


5.529.0 


1492.8 


.4 


2593.9 


700.3 


.4 


3940.1 


1063.8 


.4 


5.564.2 


1.502.3 


.5 


2618.1 


706.9 


.5 


3969.9 


1071.9 


.5 


5599.5 


1511.9 


.6 


2642.4 


713.4 


.6 


3999.8 


1079.9 


.6 


5635.0 


1521.4 


.7 


2666.8 


720.0 


.7 


4029.8 


1088.0 


.7 


5670.5 


1531.0 


.8 


2691.3 


726.7 


.8 


4059.9 


1096.2 


.8 


5706.1 


1540.7 


.9 


2716.0 


733.3 


.9 


4090.1 


1104.3 


.9 


5741.9 


1550.3 


20.0 


2740.7 


740.0 


25.0 


4120.4 


1112.5 


30.0 


5777.8 


1560 



36 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 

TABLE II Side Slopes li : 1 

Crown 8 Feet 



Vertical 
Height 
in feet 


Cubic 

Ydfl. Per 

100 feet 


So. Ft. 

inCroes 

Section 


Vertical 
Height 
in feet 


Cubic 
Ydfl. Per 
100 feet 


8q. Ft. 
inCrooB 
Section 


Vertical 
Height 
in feet 


Cubic 

Ydfl. Per 

100 feet 


Sq. Ft. 
in CroM 
Section 


0.1 


3.02 


0.82 


5.1 


295.6 


79.8 


10.1 


866.0 


233.8 


.2 


6.15 


1.66 


.2 


304.3 


82.2 


.2 


880.2 


237.7 


.3 


9.4 


2.54 


.3 


313.1 


84.5 


.3 


894.6 


241.5 


.4 


12.7 


3.44 


.4 


322.0 


86.9 


.4 


909.0 


245.4 


.5 


16.2 


4.38 


.5 


331.0 


89.4 


.5 


923.6 


249.4 


.6 


19.8 


5.34 


.6 


340.1 


91.8 


.6 


938.3 


253.3 


.7 


23.5 


6.3 


.7 


349.4 


94.3 


.7 


953.1 


257.3 


.8 


27.3 


7.4 


.8 


358.7 


96.9 


.8 


968.0 


261.4 


.9 


31.2 


8.4 


..9 


368.2 


99.4 


.9 


983.0 


265.4 


1.0 


35.2 


9.5 


6.0 


377.8 


102.0 


11.0 


998.1 


269.5 


.1 


39.3 


10.6 


.1 


387.5 


104.6 


.1 


1013.4 


273.6 


.2 


43.6 


11.8 


.2 


397.3 


107.3 


.2 


1028.7 


277.8 


.3 


47.9 


12.9 


.3 


407.2 


109.9 


.3 


1044.2 


281.9 


.4 


52.4 


14.1 


.4 


417.2 


112.6 


.4 


1059.8 


286.1 


.5 


56.9 


15.4 


.5 


427.3 


115.4 


.5 


1075.5 


290.4 


.6 


61.6 


16.6 


.6 


437.6 


118.1 


.6 


1091.3 


294.6 


.7 


66.4 


17.9 


.7 


447.9 


120.9 


.7 


1107.2 


298.9 


.8 


71.3 


19.3 


.8 


458.4 


123.8 


.8 


1123.2 


303.3 


.9 


76.4 


20.6 


.9 


468.9 


126.6 


.9 


1139.3 


307.6 


2.0 


81.5 


22.0 


7.0 


479.6 


129,5 


12.0 


1155.6 


312.0 


.1 


86.7 


23.4 


.1 


490.4 


132.4 


.1 


1171.9 


316.4 


.2 


92.1 


24.9 


.2 


501.3 


135.4 


.2 


1188.4 


320.9 


.3 


97.5 


26.3 


.3 


512.4 


138.3 


.3 


1204.9. 


325.3 


.4 


103.1 


27.8 


.4 


523.5 


141.3 


.4 


1221.6 


329.8 


.5 


108.8 


29.4 


.5 


534.7 


144.4 


.5 


1238.4 


334.4 


,6 


114.6 


30.9 


.6 


546.1 


147.4 


.6 


1255.3 


338.9 


.7 


120.5 


32.5 


.7 


557.5 


150.5 


.7 


1272.4 


343.5 


.8 


126.5 


34.2 


.8 


569.1 


153.7 


.8 


1289.5 


348.2 


.9 


132.6 


35.8 


.9 


580.8 


156.8 


.9 


1306.7 


352.8 


3.0 


138.9 


37.5 


8.0 


592.6 


160.0 


13.0 


1324.1 


357.5 


.1 


145.2 


39.2 


.1 


604.5 


163.2 


.1 


1341.5 


362.2 


.2 


151.7 


41.0 


.2 


616.5 


166.5 


.2 


1359.1' 


367.0 


.3 


158.3 


42.7 


.3 


628.6 


169.7 


.3 


1376.8 


371.7 


.4 


165.0 


44.5 


.4 


640.9 


173.0 


.4 


1394.6 


376.5 


.5 


171.8 


46.4 


.5 


653.2 


176.4 

1 


.5 


1412.5 


381.4 


.6 


178.7 


48.2 


.6 


665.7 


179.7 


..6 


1430.5 


386.2 


.7 


185.7 


50.1 


.7 


678.3 


183.1 


.7 


1448.6 


391.1 


.8 


192.8 


52.1 


.8 


691.0 


186.6 


.8 


1466.9 


396.1 


.9 


200.1 


54.0 


.9 


703.8 


190.0 


.9 


1485.2 


401.0 


4.0 


207.4 


56.0 


9.0 


716.7 


193.5 


14.0 


1503.7 


406.0 


.1 


214.9 


58.0 


.1 


729.7 


197.0 


.1 


1522.3 


411.0 


.2 


222.4 


60.1 


.2 


742.8 


200.6 


.2 


1541.0 


416.1 


.3 


230.1 


62.1 


.3 


756.1 


204.1 


.3 


1559.8 


421.1 


.4 


237.9 


64.2 


.4 


769.4 


207.7 


.4 


1578.7 


426.2 


.5 


245.8 


66.4 


.5 


782.9 


211.4 


.5 


1597.7 


431.4 


.6 


253.9 


68.5 


.6 


796.4 


215.0 


.6 


1616.8 


436.5 


.7 


262.0 


70.7 


.7 


810.1 


218.7 


.7 


1636^ 


441.7 


.8 


270.2 


73.0 


.8 


823.9 


222.5 


.8 


1655.4 


447.0 


.9 


278.6 


75.2 


.9 


837.8 


226.2 


.9 


1674.9 


452.2 


5.0 


287.0 


77.5 


10.0 


851.9 


230.0 


15.0 


1694.4 


457.5 



CUBIC CONTENTS OP LEVEE EMBANKMENTS 



37 



TABLE II Side Slopes 1} 

Crown 8 Feet 



VfrtiaU 
Height 

is feet 


Cubic 
Yda. Per 
100 feet 


Sq. Ft. 

inCroia 

Section 


Vertical 
Height 
in feet 


Cubic 

Yda. Per 

100 feet 


Sq. Ft. 
inCroea 
Section 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft. 
inCroaa 
Section 


15.1 


1714.1 


462.8 


20.1 


2840.1 


766.8 


• 

25.1 


4243.8 


1145.8 


.2 


1733.9 


468.2 


.2 


2865.4 • 


773.7 


.2 


4274.7 


1154.2 


.3 


1753.8 


473.5 


.3 


2890.9 


780.5 


.3 


4305.7 


1162.5 


.4 


1773.9 


478.9 


.4 


2916.4 


787.4 


.4 


4336.8 


1170.9 


.5 


1794.0 


484.4 


.5 


2942.1 


794.4 


.5 


4368.1 


1179.4 


.6 


1814.2 


489.8' 


.6 


2967.9 


801.3 


.6 


4399. '4 


1187.8 


.7 


1834.6 


495.3 


.7 


2993.8 


808.3 


.7 


4430.9 


1196.3 


.8 


1855.0 


500.9 


.8 


3019.9 


815.4 


.8 


4462.4 


1204.9 


.9 


1875.6 


506.4 


.9 


3046.0 


822.4 


.9 


4494.1 


1213.4 


16.0 


1896.3 


512.0 


21.0 


3072.2 


829.5 


26.0 


4525.9 


1222.0 


.1 


1917.1 


517.6 


.1 


3098.6 


836.6 


.1 


4557.8 


1230.6 


.2 


1938.0 


523.3 


.2 


3125.0 


843.8 


.2 


4589.9 


1239.3 


.3 


1959.0 


528.9 


.3 


3151.6 


-850.9 


.3 


4622.0 


1247.9 


.4 


1980.1 


534.6 


.4 


3178.3 


858.1 


.4 


4654.2 


1256.6 


.5 


2001.4 


540.4 


.5 


3205.1 


865.4 


.5 


4686.6 

• 


1265.4 


.6 


2022.7 


546.1 


.6 


3232.0 


872.6 


.6 


4719.0 


1274.1 


.7 


2044.2 


551.9 


.7 


3259.0 


879.9 


.7 


4751.6 


1282.9 


.8 


2065.8 


557.8 


.8 


3286.1 


887.3 


.8 


4784.3 


1291.8 


.9 


2087.5 


563.6 


.9 


3313.4 


894.6 


.9 


4817.1 


1300.6 


17.0 


2109.3 


569.5 


22.0 


3340.7 


902.0 


27.0 


4850.0 


1309.5 


.1 


2131.2 


575.4 


.1 


3368.2 


909.4 


.1 


4883.0 


1318.4 


.2 


2153.2 


581.4 


.2 


3395.8 


916.9 


.2 


4916.1 


1327.4 


.3 


2175.3 


587.3' 


.3 


3423.5 


924.3 


.3 


4949.4 


1336.3 


.4 


2197.6 


593.3 


.4 


3451.3 


931.8 


.4 


4982.7 


1345.3 


.5 


2219.9 


599.4 


.5 


3479.2 


939.4 


.5 


5016.2 


1354.4 


.6 


2242.4 


605.4 


.6 


3507.2 


946.9 


.6 


5049.8 


1363.4 


.7 


2264.9 


611.5 


.7 


3.535.3 


954.5 


.7 


5083.5 


1372.5 


.8 


2287.6 


617.7 


.8 


3563.6 


962.2 


.8 


5117.3 


1381.7 


.9 


2310.4 


623.8 


.9 


3591.9 


969.8 


.9 


5151.2 


1390.8 


18.0 


2333.3 


630.0 


23.0 


3620.4 


977.5 


28.0 


5185.2 


1400.0 


.1 


2356.4 


636.2 


.1 


3648.9 


985.2 


.1 


5219.3 


1409.2 


.2 


2379.5 


642.5 


.2 


3677.6 


993.0 


.2 


5253.6 


1418.5 


.3 


2402.7 


648.7 


.3 \ 


3706.4 


1000.7 


.3 


5287.9 


' 1427.7 


.4 


2426.1 


655.0 


.4 


3735.3 


1008.5 


.4 


5322.4 


1437.0 


.5 


2449.5 


661.4 


.5 


3764.4 


1016.4 


.5 


5356.9 


1446.4 


.6 


2473.1 


667.7 


.6 


3793.5 


1024.2 


.6 


5391.6 


1455.7 


.7 


2496.8 


674.1 


.7 


3822.7 


1032.1 


.7 


5426.4 


1465.1 


.8 


2520.6 


680.6 


.8 


3852.1 


1040.1 


.8 


5461.3 


1474.6 


.9 


2544.5 


687.0 


.9 


3861.5 


1048.0 


.9 


5496.4 


1484.0 


19.0 


2568.5 


693.5 


24.0 


3911 1 


1056.0 


29.0 


5531.5 


1493.5 


.1 


2592.6 


700.0 


.1 


3940.8 


1064.0 


.1 


5566.7 


1.503.0 


.2. 


2616.9 


706.6 


.2 


3970.6 


1072.1 


.2 


5602.1 


1512.6 


.3 


2641.2 


713.1 


.3 


4000.5 


1080.1 


.3 


5637:5 


1522.1 


.4 


2665.7 


719.7 


.4 


4030.5 


1088.2 


.4 


5673.1 


1531.7 


.5 


2690.3 


726.4 


.5 


4060.6 


1096.4 


.5* 


5708.8 

• 


1541.4 


.6 


2715.0 


733.0 


.6 


4090.9 


1104.5 


.6 


5744.6 


1551.0 


.7 


2739.8 


739.7 


.7 


4121.2 


1112.7 


.7 


5780.5 


1560.7 


.8 


2764.7 


746.5 


.8 


4151.7 


1121.0 


,8 


5816.5 


1570.5 


.9 


2789.7 


753.2 


.9 


4182.3 


1129.2 


.9 


5852.6 


1580.2 


20.0 


2814.8 


760.0 


25.0 


4213.0 


1137.5 


30.0 


5888.9 


1590.0 

• 



38 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE II Side Slopes 1} 

Crown 9 Feet 



■ feet 


Cabie 
100 feet 


fiq.FL 
inCitai 
SeetioD 


Vertied 
Hdcfat 
in feet 


Cubie 
Y<k.Per 
100 feet 


Sq.Ft. 
inCroM 
Section 


Vertied 
in feet 


Cubk 
Y<b.Per 
100 feet 


Sq. Ft. 
inCrooi 
Section 


0.1 


3.39 


0.92 


5.1 


314.5 


84.9 


10.1 


903.4 


243.9 


.2 


6.89 


1.86 


.2 


323.6 


87.4 


.2 


918.0 


247.9 


.3 


10.5 


2.84 


.3 


332.7 


89.8 


.3 


932.7 


251.8 


.4 


1 14.2 


3.84 


.4 


342.0 


92.3 


.4 


947.6 


255.8 


.5 


18.1 


4.88 


.5 


351.4 


94.9 


.5 


962.5 


259.9 


.6 


22.0 


5.94 


.6 


360.9 


97.4 


.6 


977.6 


263.9 


.7 


26.1 


7.0 


.7 


370.5 


100.0 


.7 


992.7 


268.0 


.8 


30.2 


8.2 


.8 


380.2 . 


102.7 


.8 


1008.0 


272.2 


.9 


34.5 


9.3 


.9 


390.1 


105.3 


.9 


1023.4 


276.3 


1.0 


38.9 


10.5 


6.0 


400.0 


108.0 


11.0 


1038.9 


280.5 


.1 


43.4 


11.7 


.1 


410.1 


110.7 


.1 


1054.5 


284.7 


.2 


48.0 


13.0 


.2 


420.2 


113.5 


.2 


1070.2 


289.0 


.3 


52.7 


14.2 


.3 


430.5 


116.2 


.3 


1086.1 


293.2 


.4 


57.6 


15.5 


.4 


440.9 


119.0 


.4 


1102.0 


297. 5 


.5 


62.5 


16.9 


.5 


451.4 


121.9 


.5 


1118.1 


301.9 


.6 


67.6 


18.2 


.6 


462.0 


124.7 


.6 


1134.2 


306.2 


.7 


72.7 


19.6 


.7 


472.7 


127.6 


.7 


1150.5 


310.6 


.8 


78.0 


21.1 


.8 


483.6 


130.6 


.8 


1166.9 


315.1 


.9 


83.4 


22.5 


.9 


494.5 


133.5 


.9 


1183.4 


319.5 


2.0 


88.9 


24.0 


7.0 


505.6 


136.5 


12.0 


1200.0 


324.0 


.1 


94.5 


25.5 


.1 


516.7 


139.5 


.1 


1216.7 


328.5 


.2 


100.2 


27.1 


.2 


528.0 


142.6 


.2 


1233.6 


333.1 


.3 


106.1 


28.6 


.3 


539.4 


145.6 


* .3 


1250.5 


337.6 


.4 


112.0 


30.2 


.4 


550.9 


148.7 


.4 


1267.6 


342.2 


.5 


118.1 


31.9 


.5 


562.5 


151.9 


.5 


1284.7 


346.9 


.6 


124.2 


33.5 


.6 


574.2 


155.0 


.6 


1302.0 


351.5 


.7 


130.5 


35.2 


.7 


586.1 


158.2 


.7 


1319.4 


356.2 


.8 


136.9 


37.0 


.8 


598.0 


161.5 


.8 


1336.9 


361.0 


.9 


143.4 


38.7 


.9 


610.1 


164.7 


.9 


1354.5 


365.7 


3.0 


150.0 


40.5 


8.0 


§22.2 


168.0 


13.0 


1372.2 


370.5 


.1 


156.7 


42.3 


.1 


634.5 


171.3 


.1 


1390.1 


375.3 


.2 


163.6 


44.2 


.2 


646.9 


174.7 


.2 


1408.0 


380.2 


.3 


170.5 


46.0 


.3 


659.4 


178.0 


.3 


1426.1 


385.0 


.4 


177.6 


47.9 


.4 


672.0 


181.4 


.4 


1444.2 


389.9 


.5 


184.7 


49.9 


.5 


684.7 


184.9 


.5 


1462.5 


394.9 


.6 


192.0 


51.8 


.6 


697.6 


188.3 


.6 


1480.9 


399.8 


.7 


199.4 


53.8 


.7 


710.5 


191.8 


.7 


1499.4 


404.8 


.8 


206.9 


55.9 


.8 


723.6 


195.4 


.8 


1518.0 


409.9 


.9 


214.5 


57.9 


.9 


736.7 


198.9 


.9 


1536.7 


414.9 


4.0 


222.2 


60.0 


9.0 


750.0 


202.5 


14.0 


1555.6 


420.0 


.1 


230.1 


62.1 


.1 


763.4 


206.1 


.1 


1574.5 


425.1 


.2 


238.0 


64.3 


.2 


776 9 


209.8 


.2 


1593.6 


430.3 


.3 


246.1 


66.4 


.3 


790.5 


213.4 


.3 


1612.7 


435.4 


.4 


254.2 


68.6 


.4 


804.2 


217.1 


.4 


1632.0 


440.6 


.5 


262.5 


70.9 


.5 


818.1 


220.9 


.5 


1651.4 


445.9 


.6 


270.9 


73.1 


.6 


832.0 


224.6 


.6 


1670.9 


451.1 


.7 


279.4 


75.4 


.7 


846.1 


228.4 


.7 


1690.5 


456.4 


.8 


288.0 


77.8 


.8 


860.2 


232.3 


.8 


1710.2 


461.8 


.9 


296.7 


80.1- 


.9 


874.5 


236.1 


.9 


1730.1 


467.1 


5.0 


305.6 


82.5 


10.0 


888.9 


240.0 


15.0 


1750.0 


472.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



39 



TABLE II Side Slopes IJ : 1 

Crown 9 Feet 



Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 
inCroos 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yd8.Ptor 
100 feet 


Sq.Ft 
in Cross 
Section 


15.1 


1770.1 


477.9 


20.1 


2914.5 


786.9 


25.1 


4336.7 


1170.9 


.2 


1790.2 


483.4 


.2 


2940.2 


793.9 


.2 


4368.0 


1179.4 


:3 


1810.5 


488.8 


.3 


2966.1 


800.8 


.3 


4399.4 


1187.8 


.4 


1830.9 


494.3 


.4 


2992.0 


807.8 


.4 


4430.9 


1196.3 


X .5 


1851.4 


499.9 


.5 


3018.1 


814.9 


.5 


4462.5 


1204.9 


.6 


1872.0 


505.4 


.6 


3044.2 


821.9 


.6 


4494.2 


1213.4 


.7 


1892.7 


511.0 


.7 


3070.5 


829.0 


.7 


4526.1 


1222.0 


.8 


1913.6 


516.7 


.8 


3096.9 


836.2 


.8 


4558.0 


1230.7 


.9 


1934.5 


522.3 


.9 


3123.4 


843.3 


.9 


4590.1 


1239.3 


16.0 


1955.6 


528.0 


21.0 


3150.0 


850.5 


26.0 


4622.2 


1248.0 


.1 


1976.7 


533.7 


.1 


3176.7 


857.7 


.1 


4654.5 


1256.7 


.2 


1998.0 


539.5 


.2 


3203.6 


865.0 


.2 


4686.9 


1265.5 


.3 


2019.4 


545.2 


.3 


3230.5 


872.2 


.3 


4719.4 


1274.2 


.4 


2040.9 


551.0 


.4 


3257.6 


879.5 


.4 


4752.0 


1283.0 


.5 


2062.5 


556.9 


.5 


3284.7 


886.9 


.5 


4784.7 


1291.9 


.6 


2084.2 


562.7 


.6 


3312.0 


894.2 


.6 


4817.6 


1300.7 


.7 


2106.1 


568.6 


.7 


3339.4 


901.6 


.7 


4850.5 


1309.6 


.8 


2128.0 


574.6 


.8 


3366.9 


909.1 


.8 


4883.6 


1318.6 


.9 


2150.1 


580.5 


.9 


3394.5 


916.5 


.9 


4916.7 


1327.5 


17.0 


2172.2 


586.5 


22.0 


3422.2 


924.0 


27.0 


4950.0 


1336.5 


.1 


2194.5 


592.5 


.1 


3450.1 


931.5 


.1 


4983.4 


1345.5 


.2 


2216.9 


598.6 


.2 


3478.0 


939.1 


.2 


5016.9 


1354.6 


.3 


2239.4 


604.6 


.3 


3506.1 


946.6 


.3 


5050.5 


1363.6 


.4 


2262.0 


610.7 


.4 


3534.2 


954.2 


.4 


5084.2 


1372.7 


.5 


2284.7 


616.9 


.5 


3562.5 


961.9 


.5 


5118.1 


1381.9 


.6 


2307.6 


623.0 


.6 


3590.9 


969.5 


.6 


5152.0 


1391.0 


.7 


2330.5 


629.2 


.7 


3619.4 


977.2 


.7 


5186.1 


1400.2 


.8 


2353.6 


635.5 


.8 


3648.0 


985.0 


.8 


5220.2 


1409.5 


.9 


2376.7 


641.7 


.9 


3676.7 


992.7 


.9 


5254.5 


1418.7 


18.0 


2400.0 


648.0 


23.0 


3705.6 


1000.5 


28.0 


5288.9 


1428.0 


.1 


2423.4 


654.3 


.1 


3734.5 


1008.3 


.1 


5323.4 


1437.3 


.2 


2446.9 


660.7 


.2 


3763.6 


1016.2 


.2 


5358.0 


1446.7 


.3 


2470.5 


667.0 


.3 


3792.7 


1024.0 


.3 


5392.7 


1456.0 


.4 


2494.2 


673.4 


.4 


3822.0 


1031.9 


.4 


5427.6 


1465.4 


.5 


2518.1 


679.9 


.5 


3851.4 


1039.9 


.5 


5462.5 


1474.9 


.6 


2542.0 


686.3 


.6 


3880.9 


1047.8 


.6 


5497.6 


1484.3 


.7 


2566.1 


692.8 


.7 


3910.5 


1055.8 


.7 


5532.7 


1493.8 


.8 


2590.2 


699.4 


.8 


3940.2 


1063.9 


.8 


5568.0 


1503.4 


.9 


2614.5 


705.9 


.9 


3970.1 


1071.9 


.9* 


5603.4 


1512.9 


19.0 


2638.9 


712.5 


24.0 


4000.0 


1080.0 


29.0 


5638.9 


1522.5 


.1 


2663.4 


719.1 


.1 


4030.1 


1088.1 


.1 


5674.5 


1532.1 


.2 


2688.0 


725.8 


.2 


4060.2 


1096.3 


.2 


5710.2 


1541.8 


.3 


2712.7 


732.4 


.3 


4090.5 


1104.4 


.3 


5746.1 


1551.4 


.4 


2737.6 


739.1 


.4 


4120.9 


1112.6 


.4 


5782.0 


1561.1 


.5 


2762.5 


745.9 


.5 


4151.4 


1120.9 


.5 


5818.1 


1570.9 


.6 


2787.6 


752.6 


.6 


4182.0 


1129.1 


.6 


5854.2 


1580.6 


.7 


2812.7 


759.4 


.7 


4212.7 


1137.4 


.7 


5890.5 


1590.4 


.8 


2838.0 


766.3 


.8 


4243.6 


1145.8 


.8 


5926.9 


1600.3 


.9 


2863.4 


773.1 


.9 


4274.5 


1154.1 


..9 


.5963.4 


1610.1 


20.0 


2888.9 


780.0 


25.0 


4305.6 


1162.5 


30.0 


6000.0 


1620.0 



40 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE II Side Slopes 1} 

Crown 10 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Hekfat 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


SqFt. 
inCrosi 
Section 


0.1 


3.76 


1.02 


5.^ 


333.4 


90.0 


10.1 


940.8 


254.0 


.2 


7.63 


2.06 


.2 


342.8 


92.6 


.2 


955.8 


258.1 


.3 


l}.6 


3.14 


.3 


352.4 


95.1 


.3 


970.9 


262.1 


.4 


15,7 


4.24 


.4 


362.0 


97.7 


.4 


986.1 


266.2 


.5 


19.9 


5.38 


.5 


3718 


100.4 


.5 


1001.4 


270.4 


.6 


24.2 


6.5 


.6 


381.6 


103.0 


.6 


1016.8 


274.5 


.7 


28.6 


7.7 


.7 


391.6 


105.7 


.7 


1032.4 


278.7 


.8 


33.2 


9.0 


.8 


401.7 


108.5 


.8 


1048.0 


283.0 


.9 


37.8 


10.2 


.9 


411.9 


111.2 


.9 


1063.8 


287.2 


1.0 


42.6 


11.5 


6.0 


422.2 


114.0 


11.0 


1079.6 


291.5 


.1 


47.5 


12.8 


.1 


432.6 


116.8 


.1 


1095.6 


295.8 


.2 


52.4 


14.2 


.2 


443.2 


119.7 


.2 


1111.7 


300.2 


.3 


57.5 


15.5 


.3 


453.8 


122.5 


.3 


1127.9 


304.5 


.4 


62.7 


16.9 


.4 


461.6 


125.4 


.4 


1144.2 


308.9 


.5 


68.1 


18.4 


.5 


475.5 


128.4 


.5 


1160.6 


313.4 


.6 


73.5 


19.8 


.6 


486.4 


131.3 


.6 


1177.2 


317.8 


.7 


79.0 


21.3 


.7 


497.5 


134.3 


.7 


1193.8 


322.3 


.8 


84.7 


22.9 


.8 


508.7 


137.4 


.8 


1210.6 


326.9 


.9 


90.4 


24.4 


.9 


520.1 


140.4 


.9 


1227.5 


331.4 


2.0 


96.3 


26.0 


7.0 


531.5 


143.5 


12.0 


1244.4 


336.0 


.1 


102.3 


27.6 


.1 


543.0 


146.6 


.1 


1261.5 


340.6 


.2 


108.4 


29.3 


.2 


554.7 


149.8 


.2 


1278.7 


345.3 


.3 


114.6 


30.9 


.3 


566.4 


152.9 


.3 


1296.1 


349.9 


.4 


120.9 


32.6 


.4 


578.3 


156.1 


.4 


1313.5 


354.6 


.5 


127.3 


34.4 


.5 


590.3 


159.4 


.5 


1331.0 


359.4 


.6 


133.9 


36.1 


.6 


602.4 


162.6 


.6 


1348.7 


364.1 


.7 


140.5 


37.9 


.7 


614.6 


165.9 


.7 


1366.4 


368.9 


.8 


147.3 


39.8 


.8 


626.9 


169.3 


.8 


1384.3 


373.8 


.9 


154.1 


41.6 


.9 


639.3 


172.6 


.9 


1402.3 


378.6 


3.0 


161.1 


43.5 


8.0 


651.9 


176.0 


13.0 


142Q.4 


383.5 


.1 


168.2 


45.4 


.1 


664.5 


179.4 


.1 


1438.6 


388.4 


.2 


175.4 


47.4 


.2 


677.3 


182.9 


.2. 


1456.9 


393.4 


.3 


182.7 


49.3 


.3 


690.1 


186.3 


.3 


1475.3 


398.3 


.4 


190.1 


51.3 


.4 


703.1 


189.8 


.4 


1493.9 


403.3 


.5 


197.7 


53.4 


.5 


716.2 


193.4 


.5 


1512.5 


408.4 


.6 


205.3 


55.4 


.6 


729.4 


196.9 


.6 


1531.3 


413.4 


.7 


213.1 


57.5 


.7 


742.7 


200.5 


.7 


1550.1 


418.5 


.8 


221.0 


59.7 


.8 


756.1 


204.2 


.8 


1569.1 


423.7 


.9 


228.9 


61.8 


.9 


769.7 


207.8 


.9 


1588.2 


428.8 


4.0 


237.0 


64.0 


9.0 


783.3 


211.5 


14.0 


1607.4 


434.0 


.1 


245.2 


66.2 


.1 


797.1 


215.2 


.1 


1626.7 


439.2 


.2 


253.6 


68.5 


.2 


811.0 


219.0 


.2 


1646.1 


444.5 


.3 


262.0 


70.7 


.3 


824.9 


222.7 


.3 


1665.7 


449.7 


.4 


270.5 


73.0 


.4 


839.0 


226.5 


.4 


1685.3 


455.0 


.5 


279.2 


75.4 


.5 


853.2 


230.4 


.5 


1705.1 


460.4 


.6 


287.9 


77.7 


.6 


867.6 


234.2 


.6 


1725.0 


465.7 


.7 


296.8 


80.1 


.7 


882.0 


238.1 


.7 


1744.9 


471.1 


.8 


305.8 


82.6 


.8 


896.5 


242.1 


.8 


1765.0 


476.6 


.9 


314.9 


85.0 


.9 


911.2 


246.0 


.9 


1785.2 


482.0 


5.0 


324.1 


87.5 


10.0 


925.9 


250.0 


15.0 


1805.6 


487.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



41 



TABLE II Side Slopes li : 1 

Crown 10 Feet 



Vertical 
Height 


Cubie 
Yds. Per 


Sq.Ft. 
inCixMB 


Vertical 
Height 


Cubie 
Yds. Per 


So. Ft. 
inCroai 


Vertical 


Cubic 
Yd>.Ftar 


So. Ft 
inCrosB 


in feet 


ipofert 


Section 


in feet 


100 feet 


Section 


100 feet 


Section 


15.1 


1826.0 


493.0 


20.1 


2988.9 


807.0 


25.1 


4429.7 


1196.0 


.2 


1846.5 


498.6 


.2 


3015.0 


814.1 


.2 


4461.3 


1204.6 


.3 


1867.2 


504.1 


.3 


3041.2 


821.1 


.3 


4493.1 


1213.1 


.4 


1887.9 


509.7 


.4 


3067.6 


828.2 


.4 


4525.0 . 


1221.7 


.5 


1908.8 


515.4 


.5 


3094.0 


835.4 


.5 


4556.9 


1230.4 


.6 


1929.8 


521.0 


.6 


3120.5 


842.5 


.6 


4589.0 


1239.0 


.7 


1950.9 


526.7 


.7 


3147.2 


849.7 


.7 


4621.2 


1247.7 


.8 


1972.1 


532.5 


.8 


3173.9 


857.0 


.8 


4653.6 


1256.5 


.9 


1993.4 


538.2 


.9 


3200.8 


864.2 


.9 


4686.0 


1265.2 


16.0 


2014.8 


544.0 


21.0 


3227.8 


871.5 


26.0 


4718.5 


1274.0 


.1 


2036.4 


549.8 


.1 


3254.9 


878.8 


.1 


4751.2 


1282.8 


.2 


2058.0 


555.7 


.2 


3282.1 


886.2 


.2 


4783.9 


1291.7 


.3 


2079.8 


561.5 


.3 


3309.4 


893.5 


.3 


4816.8 


1300.5 


.4 


2101.6 


567.4 


.4 


3336.8 


900.9 


.4 


4849.8 


1309.4 


.5 


2123.6 


573.4 


.5 


3364.4 


908.4 


.5 


4882.9 


1318.4 


.6 


2145.7 


579.3 


.6 


3392. a 


915.8 


.6 


4916.1 


1327.3 


.7 


2167.9 


585.3 


.7 


34t9.8 


923.3 


.7 


4949.4 


1336.3 


.8 


'2190.2 


591.4 


.8 


3447.6 


930.9 


.8 


4982.8 


1345.4 


.9 


2212.6 


597.4 


.9 


3475.6 


938.4 


.9 


5016.4 


1354.4 


17.0 


2235.2 


603.5 


22.0 


3503.7 


946.0 


27.0 


5050.0 


1363.5 


.1 


2257.8 


609.6 


.1 


3531.9 


953.6 


.1 


5083.8 


1372.6 


.2 


2280.6 


615.8 


.2 


3560.2 


961.3 


.2 


5117.6 


1381.8 


.3 


2303.5 


621.9 


.3 


3588.6 


968.9 


.3 


5151.6 


1390.9 


.4 


2326.4 


628.1 


.4 


3617.2 


976.6 


.4 


5185.7 


1400.1 


.5 


2349.5 


634.4 


.5 


3645.8 


984.4 


.5 


5219.9 


1409.4 


.6 


2372.7 


640.6 


.6 


3674.6 


992.1 


.6 


5254.2 


1418.6 


.7 


2396.1 


646.9 


.7 


3703.5 


999.9 


.7 


5288.6 


1427.9 


.8 


2419.5 


653.3 


.8 


3732.4 


1007.8 


.8 


5323.2 


1437.3 


.9 


2443.0 


659.6 


s 

.9 


3761.5 


1015.6 


.9 


5357.8 


1446.6 


18.0 


2466.7 


666.0 


23.0 


3790.7 


1023.5 


28.0 


5392.6 


1456.0 


.1 


2490.4 


672.4 


.1 


3820.1 


1031.4 


.1 


5427.5 


1465.4 


.2 


2514.3 


678.9 


.2 


3849.5 


1039.4 


.2 


5462.4 


1474.9 


.3 


2538.3 


685.3 


.3 


3879.0 


1047:3 


,3 


5497.5 


1484.3 


.4 


2562.4 


691.8 


.4 


3908.7 


1055.3 


.4 


5532.7 


1493.8 


.5 


2586.6 


698.4 


.5 


3938.4 


1063.4 


.5 


5568.1 


1503 .4 


.6 


2610.9 


704.9 


.6 


3968.3 


1071.4 


.6 


5603.5 


1512.9 


.7 


2635.3 


711.5 


.7 


3998.3 


1079.5 


.7 


5639.0 


1522.5 


.8 


2659.9 


718.2 


.8 


4028.4 


1087.7 


.8 


5674.7 


1532.2 


.9 


2684.5 


724.8 


.9 


4058.6 


1095.8 


.9 


5710.4 


1541.8 


19.0 


2709.3 


731.5 


24.0 


4088.9 


1104.0 


29.0 


5746.3 


1551.5 


.1 • 


2734.1 


738.2 


.1 


4119.3 


1112.2 


.1 


5782.3 


1561.2 


.2 


2759.1 


745.0 


.2 


4149.9 


1120.5 


.2 


5818.4 


1571.0 


.3 


2784.2 


751.7 


.3 


4180.5 


1128.7 


.3 


5854.6 


1580.7 


.4 


2809.4 


758.5 


.4 


4211.3 


1137.0 


.4 


5890.9 


1590.5 


.5 


2834.7 


765.4 


.5 


4242.1 


1145.4 


.5 


5927.3 


1600.4 


.6 


2860.1 


772.2 


.6 


4273.1 


1153.7 


.6 


5963.9 


1610.2 


.7 


2885.7 


779.1 


.7 


4304.2 


1162.1 


.7 


6000.5 


1620.1 


.8 


2911.3 


786.1 


.8 


4335.4 


1170.6 


.8 


6037.3 


1630.1 


.9 


2937.1 


793.0 


.9 


4366.7 


1179.0 


.9 


6074.1 


1640.0 


20.0 


2963.0 


800.0 


25.0 


4398.1 


1187.5 


30.0 


6111.1 


1650.0 



« 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE III Side Slopes 2 : 1 

Crown 1 Foot 



Hfwbt 
us feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCrooB 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet • 


Sq.Ft 
in Cross 
Section 


0.1 


0.444 


0.120 


5.1 


211.6 


57.1 


10.1 


793.0 


214.1 


2 


1.037 


0.280 


.2 


219.6 


59.3 


.2 


808.4 


218.3 


.3 


1.78 


0.480 


.3 


227.7 


61.5 


.3 


824.0 


222.5 


.4 


2.67 


0.720 


.4 


236.0 


63.7 


.4 


839.7 


226.7 


.5 


3.70 


1.00 


.5 


244.4 


66.0 


.5 


855.6 


231.0 


.6 


4.89 


1.32 


.6 


253.0 


68.3 


.6 


871.6 


235.3 


.7 


6.22 


1.68 


.7 


261.8 


70.7 


.7 


887.7 


239.7 


.8 


7.7 


2.08 


.8 


270.7 


73.1 


.8 


901.0 


244.1 


.9 


9.3 


2.52 


.9 


279.7 


75.5 


.9 


920.4 


248.5 


1.0 


11.1 


3.00 


6.0 


288.9 


78.0 


11.0 


937.0 


253.0 


.1 


13.0 


3.52 


.1 


298.2 


80.5 


.1 


953.8 


257.5 


.2 


15.1 


4.08 


.2 


307.7 


83.1 


.2 


970.7 


262.1 


.3 


17.3 


4.68 


.3 


317.3 


85.7 


.3 


987.7 


266.7 


.4 


19.7 


5.32 


.4 


327.1 


88.3 


.4 


1004.9 


271.3 


.5 


22.2 


6.0 


.5 


337.0 


91.0 


.5 


1022.2 


276.0 


.6 


24.9 


6.7 


.6 


347.1 


93.7 


.6 


1039.7 


280.7 


.7 


27.7 


7.5 


.7 


357.3 


96.5 


.7 


1057.3 


285.5 


.8 


30.7 


8.3 


.8 


367.7 


• 99.3 


.8 


1075.1 


290.3 


.9 


33.8 


9.1 


.9 


378.2 


102.1 


.9 


1093.0 


295.1 


2.0 


37.0 


10.0 


7.0 


388.9 


105.0 


12.0 


1111.1 


300.0 


.1 


40.4 


10.9 


.1 


399.7 


107.9 


.1 


1129.3 


304.9 


.2 


44.0 


11.9 


.2 


410.7 


110.9 


.2 


1147.7 


309.9 


.3 


47.7 


12.9 


.3 


421.8 


113.9 


.3 


1166.2 


314.9 


.4 


51.6 


13.9 


.4 


433.0 


116.9 


.4 


1184.9 


319.9 


.5 


55.6 


15.0 


.5 


444.4 


120.0 


.5 


1203.7 


325.0 


.6 


59.7 


16.1 


.6 


456.0 


123.1 ^ 


.6 


1222.7 


330.1 


.7 


64.0 


17.3 


.7 


467.7 


126.3 


.7 


1241.8 


335.3 


.8 


68.4 


18.5 


.8 


479.6 


J29.5 


.8 


1261.0 


340.5 


.9 


73.0 


19.7 


.9 


491.6 


132.7 


.9 


1280.4 


345.7 


3.0 


77.8 


21.0 


8.0 


503.7 


136.0 


13.0 


1300.0 


351.0 


.1 


82.7 


22.3 


.1 


516.0 


139.3 


.1 


1319.7 


356.3 


.2 


87.7 


23.7 


.2 


528.4 


142.7 


.2 


1339.6 


361.7 


.3 


92.9 


25.1 


.3 


541.0 


146.1 


.3 


1359.6 


367.1 


.4 


98.2 


26.5 


.4 


553.8 


149.5 


.4 


1379.7 


372.5 


• .5 


103.7 


28.0 


.5 


566.7 


153.0 


.5 


1400.0 


378.0 


.6 


109.3 


29.5 


.6 


579.7 


156.5 


.6 


1420.4 


383.5 


.7 


115.1 


31.1 


.7 


592.9 


160.1 


.7 


1441.0 


389.1 


.8 


121.0 


32.7 


.8 


606.2 


163.7 


.8 


1461.8 


394.7 


.9 


127.1- 


34.3 


.9 


619.7 


167.3 


.9 


1482.7 


400.3 


4.0 


133.3 


36.0 


9.0 


633.3 


171.0 


14.0 


1503.7 


406.0 


.1 


139.7 


37.7 


.1 


647.1 


174.7 


.1 


1524.9 


411.7 


.2 


146.2 


39.5 


.2 


661.0 


178.5 • 


.2 


1546.2 


417.5 


.3 


152.9 


41.3 


.3 


675.1 


182.3 


.3 


1567.7 


4-23.3 


.4 


159.7 


43.1 


.4 


689.3 


186.1 


.4 


1589.3 


429.1 


.5 


166.7 


45.0 


.5 


703.7 


190.0 


.5 


1611.1 


435.0 


.6 


173.8 


46.9 


.6 


718.2 


193.9 


.6 


1633.0 


440.9 


.7 


181.0 


48.9 


.7 


732.9 


197.9 


.7 


1655.1 


446.9 


.8 


188.4 


50.9 


.8 


747.7 


201.9 


.8 


1677.3 


452.9 


.9 


196.0 


52.9 


.9 


762.7 


205.9 


.9 


1699.7 


458.9 


5.0 


203.7 


55.0 


10.0 


777.8 


210.0 


15.0 


1722.2 


465.0 



CUBIC CONTENTS OP LFV'EB EMBANKMENTS 



43 



TABLE III .Side Slopes 2 : 1 
Crown 1 Foot 



Vfftiiml 
Height 
in feet 


Cubic 
Yd8.Per 
100 feet 


Sq.Ft 
inCroa 
Section 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft.. 
inCroa 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCron 
Section 

> 


15.1 


1744.9 


471.1 


20.1 


3067.1 


828.1 


25.1 


4759.7 


1285.1 


.2 


1767.7 


477.3 


.2 


3097.3 


836.3 


.2 


4797.3 


1295.3 


.3 


1790.7 


483.5 


.3 


3127.7 


844.5 


.3 


4835.1 


1305.5 


.4 


1813.8 


489.7 


.4 


3158.2 


852.7 


.4 


4873.0 


1315.7 


.5 


1837.0 


496.0 


.5 


3188.9 


861.0 


.5 


4911.1 


1326.0 


.6 


1860.4 


502.3 


.6 


3219.7 


869.3 


.6 


4949.3 


1336.3 


.7 


1884.0 


508.7 


.7 


3250.7 


877.7 


.7 


4987.7 


1346.7 


.8 


1907.7 


515.1 


.8 


3281.8 


886.1 


.8 


5026.2 


1357.1 


.9 


1931.6 


521.5 


.9 


3313.0 


894.5 


.9 


5064.9 


1367.5 


16.0 


1955.6 


528.0 


21.0 


3344.4 


903.0 


26.6 


5103.7 


1378.0 


.1 


1979.7 


534.5 


.1 


3376.0 


911.5 


.1 


5142.7 


1388.5 


.2 


2004.0 


541.1 


.2 


3407.7 


920.1 


.2 


5181.8 


1399.1 


.3 


2028.4 


547.7 


.3 


3439.6 


928.7 


.3 


5221.0 


1409.7 


.4 


2053.0 


554.3 


.4 


3471.6 


937.3 


.4 


5260.4 


1420.3 


.5 


2077.8 


561.0 


.5 


3503.7 


946.0 


.5 


5300.0 


1431.0 


.6 


2102.7 


567.7 


.6 


3536.0 


954.7 


.6 


5339.7 


1441.7 


.7 


2127.7 


574.5 


.7 


3568.4 


963.5 


.7 


5379.6 


1452.5 


.8 


2152.9 


' 581.3 


.8 


3601.0 


972.3 


.8 


5419.6 


1463.3 


.9 


2178.2 


588.1 


.9 


3633.8 


981.1 


.9 


5459.7 


1474.1 


17.0 


2203.7 


595.0 


22.0 


3666.7 


990.0 

• 


27.0 


5500.0 


1485.0 


.1 


2229.3 


601.9 


.1 


3699.7 


998.9 


.1 


5540.4 


1495.9 


.2 


2255.1 


608.9 


.2 


3732.9 


1007.9 


.2 


5581.0 


1506.9 


.3 


2281.0 


615.9 


.3 


3766.2 


1016.9 


.3 


5621.8 


1517.9 


.4 


2307.1 


622.9 


.4 


3799.7 


1025.9 


.4 


5662.7 


1528.9 


.5 

1 


2333.3 


630.0 


.5 


3833.3 


1035.0 


.5 


5703.7 


1540.0 


.6 


2359.7 


637.1 


.6 


3867.1 


1044.1 


.6 


5744.9 


1551.1 


.7 


2386.2 


644.3 


.7 


3901.0 


1053.3 


.7 


5786.2 


1562.3 


.8 


2412.9 


651.5 


.8 


3935.1 


1062.5 


.8 


5827.7 


1573.5 


.9 


2439.7 


658.7 


.9 


3969.3 


1071.7 


.9 


5869.3 


1584.7 


18.0 


2466.7 


666.0 


23.0 


,4003.7 


1081.0 


28.0 


5911.1 


1596.0 


.1 


2493.8 


673.3 


.1 


4038.2 


1090.3 


.1 


• 

5953.0 


1607.3 


.2 


2521.0 


680.7 


.2 


4072.9 


1099.7 


.2 


5995.1 


1618.7 


.3 


2548.4 


688.1 


.3 


4107.7 


1109.1 


.3 


6037.3 


1630.1 


.4 


2576.0 


695.5 


.4 


4142.7 


1118.5 


.4 


6079.7 


1641.5 


.5 


2603.7 


703.0 


.5 


4177.8 


1128.0 


.5 


6122.2 


1653.0 


.6 


2631.6 


710.5 


.6 


4213.0 


1137.5 


.6 


6164.9 


1664.5 


.7 


2659.6 


718.1 


.7 


4248.4 


1147.1 


.7 


6207.7 


1676,1 


.8 


2687.7 


725.7 


.8 


4284.0 


1156.7 


.8 


6250.7 


1687.7 


.9 


2716.0 


733.3 


.9 


4319.7 


1166.3 


.9 


. 6293.8 


1699.3 


19.0 


2744.4 


741.0 


24.0 


4355.6 


1176.0 


29.0 


6337.0 


1711.0 


.1 


2773.0 


748.7 


. .1 


4391.6 


1185.7 


.1 


6380.4 


1722.7 


.2 


2801.8 


756.5 


.2 


4427.7 


1195.5 


.2 


6424.0 


1734.5 


.3 


2830.7 


764.3 


.3 


4464.0 


1205.3 


.3 


6467.7 


1746.3 . 


.4 


2859.7 


772.1 


.4 


4500.4 


1215.1 


.4 


6511.6 


1758.1 


.5 


2888.9 


780.0 


.5 


4537.0 


1225.0 


.5 


6555.6 


1770.0 


.6 


2918.2 


787.9 


.6 


4573.8 


1234.9 


.6 


6599.7 


1781.9 


.7 


2947.7 


795.9 


.7 


4610.7 


1244.9 


.7 


6644.0 


1793.9 


.8 


2977.3 


803.9 


.8 


4647.7 


1254.9 


.8 


6688.4 


1805.9 


.9 


3007.1 


811.9 


.9 


4684.9 


1264.9 


.9 


6733.0 


1817.9 


20.0 


3037.0 


820.0 


25.0 


4722.2 


1275.0 


30.0 


6777.8 


1830.0 



44 



CUBIC CONTENTS OP LEVEE EMBANKMENTS 



TABLE III Side Slopes 2 : 1 

Crown 2 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq. Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft. 
inCroa 
Section 


0.1 


0.81 


0.220 


5.1 


230.4 


62.2 


10.1 


830.4 


224.2 


.2 


1.78 


0.480 


.2 


238.8 


64.5 


.2 


846.2 


228 5 


.3 


2.89 


0.780 


.3 


247.3 


66.8 


.3 


862.1 


232.8 


.4 


4.15 


1.12 


.4 


256.0 


69.1 


.4 


878.2 


237.1 


.5 


5.56 


1.50 


.5 


264.8 


71.5 


.5 


894.4 


241.5 


.6 


7.1 


1.92 


.6 


273.8 


73.9 


.6 


910.8 


245.9 


.7 


8.8 


2.38 


.7 


282.9 


76.4 


.7 


927.3 


250.4 


.8 


10.7 


2.88 


.8 


292.1 


78.9 


.8 


944.0 


254.9 


.9 


12.7 


3.42 


.9 


301.6 


81.4 


.9 


960.8 


259.4 


1.0 


14.8 


4.00 


6.0 

• 


311.1 


84.0 


11.0 


977.8 


264.0 


.1 


17.1 


4.62 


.1 


320.8 


86.6 


.1 


994.9 


268.6 


.2 


19.6 


5.28 


.2 


330.7 


89.3 


.2 


1012.1 


273.3 


.3 


22.1 


6.0 


.3 


340.7 


92.0 


.3 


1029.6 


278.0 


.4 


24.9 


6.7 


.4 


350.8 


94.7 


.4 


1047.1 


282.7 


.5 


27.8 


7.5 


.5 


361.1 


97.5 


.5 


1064.8 


287.5 


.6 


30.8 


8.3 


.6 


371.6 


100.3 


.6 


1082.7 


292 3 


.7 


34.0 


9.2 


.7 


382.1 


103.2 


.7 


1100.7 


297.2 


.8 


37.3 


10.1 


.8 


392.9 


106.1 


.8 


1118.8 


302.1 


.9 


40.8 


11.0 


.9 


403.8 


109.0 


.9 


1137.1 


307.0 


2.0 


44.4 


12.0 


7.0 

• 


414.8 


112.0 


12.0 


1155.6 


312.0 


.1 


48.2 


13.0 


.1 


426.0 


115.0 


.1 


1174.1 


317.0 


.2 


52.1 


14.1 


.2 


437.3 


118.1 


.2 


1192.9 


322.1 


.3 


56.2 


15.2 


.3 


448.8 


121.2 


.3 


1211.8 


327.2 


.4 


60.4 


16.3 


.4 


460.4 


124.3 


.4 


1230.8 


332.3 


.5 


64.8 


17.5 


.5 


472.2 


127.5 


.5 


1250.0 


337.5 


.6 


69.3 


18.7 


.6 


484.1 


130.7 


.6 


1269.3 


342.7 


.7 


74.0 


20.0 


.7 


496.2 


134.0 


.7 


1288.8 


348.0 


.8 


78.8 


21.3 


.8 


508.4 


137.3 


.8 


1308.4 


353.3 


.9 


83.8 


22.6 


.9 


520.8 


140.6 


.9 


1328.2 


358.6 


3.0 


88.9 


24.0 


8.0 


533.3 


144.0 


13.0 


1348.1 


364.0 


.1 


94.1 


25.4 


.1 


546.0 


147.4 


.1 


1368.2 


369.4 


.2 


99.6 


26.9 


.2 


558.8 


150.9 


.2 


1388.4 


374.9 


.3 


105.1 


28.4 


.3 


571.8 


154.4 


.3 


1408.8 


380.4 


.4 


110.8 


29.9 


.4 


584.9 


157.9 


.4 


1429.3 


385.9 


.5 


116.7 


31.5 


.5 


598.1 


161.5 


.5 


1450.0 


391.5 


.6 


122.7 


33.1 


.6 


611.6 


165.1 


.6 


1470.8 


397.1 


.7 


128.8 


34 8 


.7 


625.1 


168.8 


.7 


1491.8 


402.8 


.8 


135.1 


36.5 


.8 


638.8 


172.5 


.8 


1512.9 


408.5 


.9 


141.6 


38.2 


.9 


652.7 


176.2 


.9 


1534.1 


414.2 


4.0 


148.1 


40.0 


9.0 


666.7 


180.0 


14.0 


1555.6 


420.0 


.1 


154.9 


41.8 


.1 


680.8 


183.8 


.1 


1577.1 


425'. 8 


.2 


161.8 


43.7 


.2 


695.1 


187.7 


.2 


1598.8 


431.7 


.3 


168.8 


45.6 


.3 


709.6 


191.6 


.3 


1620.7 


437.6 


.4 


176.0 


47.5 


.4 


724.1 


195.5 


.4 


1642.7 


443.5 


.5 


183.3 


49.5 


.5 


738.9 


199.5 


.5 


1664.8 


449.5 


.6 


190.8 


r)1.5 


.6 


753.8 


203.5 


.6 


1687.1 


455.5 


.7 


198.4 


53.6 


.7 


768.8 


207.6 


.7 


1709.6 


461.6 


.8 


206.2 


55.7 


.8 


784.0 


211.7 


.8 


1732.1 


467.7 


.9 


214.1 


57.8 


.9 


799.3 


215.8 


.9 


1754.9 


473.8 


5.0 


222.2 


60.0 


10.0 


814.8 


220.0 


15.0 


1777.8 


480.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



45 



TABLE III Side Slopes 2 

Crown 2 Feet 



VertkaU 


Cubic 


8a. Ft. 
iQCrosB 


Vertical 


Cubic 


So. Ft. 
inCrasB 


VerUeal 


Cubic 


Sq. Ft. 


Hekht 
in feet 


Yd«.Pter 


Height 


Yds.P*r 


Height 


Yds.Pto 


inCrosB 


100 feet 


SeetioQ 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


15.1 


1800.8 


486.2 


20.1 


3141.6 


848.2 


25.1 


4852.7 


1310.2 


.2 


1824.0 


492.5 


.2 


3172.1 


856.5 


.2 


4890.7 


1320.5 


.3 


1847.3 


498.8 


.3 


3202.9 


864.8 


.3 


4928.8 


1330.8 


.4 


1870.8 


505.1 


.4 


3233.8 


873.1 


.4 


4967.1 


1341 . 1 


.5 


1894.4 


511.5 


.5 


3264.8 


881.5 


.5 


5005.6 


1351.5 


.6 


1918.2 


517.9 


.6 


3296.0 


889.9 


.6 


5044.1 


1361.9 


.7 


1942.1 


524.4 


.7 


3327.3 


898.4 


.7 


5082.9 


1372.4 


.8 


1966.2 


530.9 


.8 


3358.8 


906.9 


.8 


5121.8 


1382.9 


.9 


1990.4 


537.4 


.9 


3390.4 


915.4 


.9 


5160.8 


1393.4 


16.0 


2014.8 


544.0 


21.0 


3422.2 


924.0 


26.0 


5200.0 


1404.0 


.1 


2039.3 


550.6 


.1 


3454.1 


932.6 


.1 


5239.3 


1414.6 


.2 


2064.0 


557.3 


.2 


3486.2 


941.3 


.2 


5278.8 


1425.3 


.3 


2088.8 


564.0 


.3 


3518.4 


950.0 


.3 


5318.4 


1436.0 


.4 


2113.8 


570.7 


.4 


3550.8 


958.7 


.4 


5358.2 


1446.7 


.5 


2138.9 


577.5 


. -5 


3583.3 


967.5 


.5 


5398.1 


1457.5 


.6 


2164.1 


584.3 


.6 


3616.0 


976.3 


.6 


5438.2 


1468.3 


.7 


2189.6 


591.2 


.7 


3648.8 


985.2 


.7 


5478.4 


1479.2 


.8 


2215.1 


598.1 


.8 


3681.8 


994.1 


.8 


5518.8 


1490.1 


.9 


2240.8 


605.0 


.9 


3714.9 


1003.0 


.9 


5559.3 


1501.0 


17.0 


2266.7 


612.0 


22.-0 


3748.1 


1012.0 


27.0 


5600.0 


1512.0 


.1 


2292.7 


619.0 


.1 


3781.6 


1021.0 


.1 


5640.8 


1523.0 


.2 


2318.8 


626.1 


.2 


3815.1 


1030.1 


.2 


5681.8 


1534.1 


.3 


2345.1 


633.2 


.3 


3848.8 


1039.2 


.3 


5722.9 


1545.2 


.4 


2371.6 


640.3 


.4 


3882.7 


1048.3 


.4 


5764.1 


1556.3 


.5 


2398.1 


647.5 


.5 


3916.7 


1057.5 


.5 


5805.6 


1567.5 


.6 


2424.9 


654.7 


.6 


3950.8 


1066.7 


.6 


5847.1 


1578.7 


.7 


2451.8 


662.0 


.7 


3985.1 


1076.0 


.7 


5888.8 


1590.0 


.8 


2478.8 


669.3 


.8 


4019.6 


1085.3 


.8 


5930.7 


1601.3 


.9 


2506.0 


676.6 


.9 


4054.1 


1094.6 


.9 


5972.7 


1612.6 


18.0 


2533.3 


684.0 


23.0 


4088.9 


1104.0 


28.0 


6014.8 


1624.0 


.1 


2560.8 


691.4 


.1 


4123.8 


1113.4 


.1 


6057.1 


1635.4 


.2 


2588.4 


698.9 


.2 


4158.8 


1122.9 


.2 


6099.6 


1646.9 


.3 


2616.2 


706.4 


.3 


4194.0 


1132.4 


.3 


6142.1 


1658.4 


.4 


2644.1 


713.9 


.4 


4229.3 


1141.9 


.4 


6184.9 


1669.9 


.5 


2672.2 


721.5 


.5 


4264.8 


1151.5 


.5 


6227.8 


1681.5 


.6 


2700.4 


729.1 


.6 


4300.4 


1161.1 


.6 


6270.8 


1693.1 


.7 


2728.8 


736.8 


.7 


4336.2 


1170.8 


.7 


6314.0 


1704.8 


.8 


2757.3 


744.5 


.8 


4372.1 


1180.5 


.8 


6357.3 


1716.5 


.9 


2786.0 


752.2 


.9 


4408.2 


1190.2 


.9 


6400.8 


1728.2 


19.0 


2814.8 


760.0 


24.0 


4444.4 


1200.0 


29.0 


6444.4 


1740.0 


.1 


2843.8 


767.8 


.1 


4480.8 


1209.8 


.1 


6488.2 


1751.8 


.2 


2872.9 


775.7 


.2 


4517.3 


1219.7 


.2 


6532.1 


1763.7 


.3 


2902.1 


783.6 


.3 


4554.0 


1229.6 


.3 


6576.2 


1775.6 


.4 


2931.6 


791.5 


.4 


4590.8 


1239.5 


.4 


6620.4 


1787.5 


.5 


2961.1 


799.5 


.5 


4627.8 


1249.5 


.5 


6664.8 


1799.5 


.6 


2990.8 


807.5 


.6 


4664.9 


1259.5 


.6 


6709.3 


1811.5 


.7 


3020.7 


815.6 


.7 


4702.1 


1269.6 


.7 


6754.0 


1823.6 


.8 


3050.7 


823.7 


.8 


4739.6 


1279.7 


.8 


6798.8 


1835.7 


.9 


3080.8 


831.8 


.9 


4777.1 


1289.8 


.9 


6843.8 


1847.8 


20.0 


3111.1 


840.0 


25.0 


4814.8 


1300.0 

1 


30.0 


6888.9 


1860.0 



46 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE III Side Slopes 2 : 1 

Crown 3 Feet 



Vertical 
Height 
in feet 


Cubic 

Ydn. Per 

100 feet 


Sq. Ft. 
inCro89 
Section 


1 
Vertical 
Height 
in feet 


Cubic 
Yda. Pter 
100 feet 


Sq.Ft. 
inCroas 
Section 

• 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft. 
inCro* 
Sectioii 


0.1 


1.19 


0.320 


5.1 


249.3 


67.3 


10.1 


867.9 


234.3 


.2 


2.52 


0.680 


.2 


258.1 


69.7 


.2 


884.0 


238.7 


. .3 


4.00 


1.08 


.3 


267.0 


72.1 


.3 


900.3 


243.1 


.4 


5.63 


1.52 


.4 


276.0 


74.5 


.4 


916.7 


247.5 


.5 


7.4 


2.00 


.5 


285.2 


77.0 


.5 


933.3 


252.0 


.6 


9.3 


2.52 


.6 


294.5 


79.5 


.6 


950.1 


256.5 


.7 


11.4 


3.08 


.7 


304.0 


82.1 


.7 


967.0 


261.1 


.8 


13.6 


3.68 


.8 


313.6 


84.7 


.8 


984.0 


265.7 


.9 


16.0 


4.32 


..9 


323.4 


87.3 


.9 


1001.2 


270.3 


1.0 


18.5 


5.00 


6.0 


333.3 


90.0 


11.0 


1018.5 


275.0 


.1 


21.2 


5.72 


1 

.1 


343.4 


92.7 


.1 


1036.0 


279.7 


.2 


24.0 


6.5 


.2 


353.6 


95.5 


.2 


1053.6 


284.5 


.3 


27.0 


7.3 


• -3 


364.0 


98.3 


.3 


1071.4 


289.3 


.4 


30.1 


8.1 


f 

.4 


374.5 


101.1 


.4 


1089.3 


294.1 


.5 


33.3 


9.0 


.5 


385.2 


104.0 


.5 


1107.4 


299.0 


.6 


36.7 


9.9 


.6 


396.0 


106.9 


.6 


1125.6 


303.9 


.7 


40.3 


10.9 


.7 


407.0 


109.9 


.7 


1144.0 


308.9 


.8 


44.0 


11.9 


.8 


418.1 


112.9 


. .8 


1162.5 


313.9 


.9 


47.9 


12.9 


.9 


429.3 


115.9 


.9 


1181.2 


318.9 


2.0 


51.9 


14.0 


7.0 


440.7 


119.0 


12.0 


1200.0 


324.0 


.1 


56.0 • 


15.1 


.1 


452.3 


122.1 


.1 


1219.0 


329.1 


.2 


60.3 


16.3 


.2 


464.0 


K25.3 


.2 


1238.1 


334.3 


.3 


64.7 


17.5 


.3 


475.9 


128.5 


.3 


1257.3 


339.5 


.4 


69.3 


18.7 


.4 


487.9 


131.7 


.4 


1276.7 


344.7 


.5 


74.1 


20.0 


.5 


500.0 


135.0 


.5 


1296.3 


350.0 


.6 


79.0 


21.3 


.6 


512.3 


138.3 


.6 


1316.0 


355.3 


.7 


84.0 


22.7 


.7 


524.7 


141.7 


.7 


1335.9 


360.7 


.8 


89.2 


24.1 


.8 


537.3 


145.1 


.8 


1355.9 


366.1 


.9 


94.5 


25.5 


.9 


550.1 


148.5 


.9 


1376.0 


371.5 


3.0 


100.0 


27.0 


8.0 


563.0 


152.0 


13.0 


1396.3 


377.0 


.1 


105.6 


28.5 


.1 


576.0 


155.5 


.1 


1416.7 


382.5 


.2 


111.4 


30.1 


.2 


589.2 


159.1 


.2 


1437.3 


388.1 


.3 


117.3 


31.7 


.3 


602.5 


162.7 


.3 


1458.1 


393.7 


.4 


123.4 


33.3 


.4 


■616.0 


166.3 


.4 


1479.0 


399.3 


.5 


129.6 


35.0 


.5 


629.6 


170.0 


.5 


1500.0 


405.0 


.6 


136.0 


36.7 


.6 


643.4 


173.7 


.6 


1521.2 


410.7 


.7 


142.5 


38.5 


.7 


657.3 


177.5 


.7 


1542.5 


416.5 


.8 


149.2 


40.3 


.8 


671.4 


181.3 


.8 


1564.0 


422.3 


.9 


156.0 


42.1 


.9 


685.6 


185.1 


.9 


1585.6 


428.1 


4.0 


163.0 


44.0 


9.0 


700.0 


189.0 


14.0 


1607.4 


434.0 


.1 


170.1 


45.9 


.1 


714.5 


192.9 


.1 


1629.3 


439.9 


.2 


177.3 


47.9 


.2 


729.2 


196.9 


.2 


1651.4 


445.9 


.3 


184.7 


49.9 


.3 


744.0 


200.9 


.3 


1673.6 


451.9 


.4 


192.3 


51.9 


.4 


759.0 


204.9 


.4 


1696.0 


457.9 


.5 


200.0 


54.0 


•5 


774.1 


209.0 


.5 


1718.5 


464.0 


.6 


207.9 


56.1 


.6 


789.3 


213.1 


.6 


• 

1741.2 


470.1 


.7 


215.9 


58.3 


.7 


804.7 


217.3 


.7 


1764.0 


476.3 


.8 


224.0 


60.5 


.8 


820.3 


221.5 


.8 


1787.0 


482.5 


.9 


232.3 


62.7 


.9 


836.0 


225.7 


.9 


1810.1 


488.7 


5 


240.7 


65.0 


10.0 


851.9 


230.0 


15.0 


1833.3 


495. 



CUBIC CONTENTS OP LEVEE EMBANKMENTS 



47 



TABLE III Side Slopes 2 : 1 

Crown 3 Feet 



Vertical 


Cubic 


Sq.Ft. 


Vertical 


Cubic 


Sq.Ft 


Vfrticsl 


Cubic 


So. Ft 
in Cross 


Hmght 


Yda.Per 


in Cross 


Height 


Yds. Per 


in Cross 


Hekht 
in feet 


Yds. Per 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


100 feet 


Section 


15.1 


1856.7 


501.3 


20.1 


3216.0 


868.3 


25.1 


4945.6 


1335.3 


.2 


1880.3 


507.7 


.2 


3247.0 


876.7 


.2 


4984.0 


1345.7 


.3 


1904.0 


514.1 


.3 


3278.1 


885.1 


.3 


5022.5 


1356.1 


.4 


1927.9 


520.5 


.4 


3309.3 


893.5 


.4 


5061.2 


1366.5 


.5 


1951.9 


527.0 


.5 


3340.7 


902.0 


.5 


5100.0 


1377.0 


.6 


1976.0 


533.5 


.6 


3372.3 


910.5 


.6 


5139.0 


1387.5 


.7 


2000.3 


540.1 


.7 


3404.0 


919.1 


.7 


5178.1 


1398.1 


.8 


2024.7 


546.7 


.8 


3435.9 


927.7 


.8 


5217.3 


1408.7 


.9 


2049.3 


553.3 


.9 


3467.9 


936.3 


.9 


5256.7 


1419.3 


16.0 


2074.1 


560.0 


21.0 


3500.0 


945.0 


26.0 


5296.3 


1430.0 


.1 


2099.0 


566.7 


.1 


3532.3 


953.7 


.1 


5336.0 


1440.7 


.2 


2124.0 


573.5 


.2 


3564.7 


962.5 


.2 


5375.9 


1451.5 


.3 


2149.2 


580.3 


.3 


3597.3 


971.3 


.3 


5415.9 


1462.3 


.4 


2174.5 


587.1 


.4 


3630.1 


980.1 


.4 


5456.0 


1473.1 


.5 


2200.0 


594.0 


.5 


3663.0 


989.0 


.5 


5496.3 


1484.0 


.6 


2225.6 


600.9 


.6 


3696.0 


997.9 


.6 


5536.7 


1494.9 


.7 


2251.4 


607.9 


.7 


3729.2 


1006.9 


.7 


5577.3 


1505.9 


.8 


2277.3 


614.9 


.8 


3762.5 


1015.9 


.8 


5618.1 


1516.9 


.9 


2303.4 


621.9 


.9 


3796.0 


1024.9 


.9 


5659.0 


1527.9 


17.0 


2329.6 


629.0 


22.0 


3829.6 


1034.0 


27.0 


5700.0 


1539.t) 


.1 


2356.0 


636.1 


.1 


3863.4 


1043.1 


.1 


• 

5741.2 


1550.1 


.2 


2382.5 


643.3 


.2 


3897.3 


1052.3 


.2 


5782.5 


1561.3 


.3 


2409.2 


650.5 


.3 


3931.4 


1061.5 


.3 


5824.0 


1572.5 


.4 


2436.0 


657.7 


.4 


3965.6 


1070.7 


.4 


5865.6 


1583.7 


.5 


2463.0 


665.0 


.5 


4000.0 


1080.0 


.5 


5907.4 


1595.0 


.6 


2490.1 


672.3 


.6 


4034.5 


1089.3 


.6 


5949.3 


1606.3 


.7 


2517.3 


679.7 


.7 


4069.2 


1098.7 


.7 


5991.4 


1617.7 


.8 


2544.7 


687.1 


.8 


' 4104.0 


1108.1 


.8. 


6033.6 


1629.1 


.9 


2572.3 


694.5 


.9 


4139.0 


1117.5 


.9 


6076.0 


1640.5 


18.0 


2600.0 


702.0 


23.0 


4174.1 


1127.0 


28.0 


6118.5 


1652.0 


.1 


2627.9 


709.5 


.1 


4209.3 


1136.5 


.1 


6161.2 


1663.5 


.2 


2655.9 


717.1 


.2 


4244.7 


1146.1 


.2 


6204.0 


1675.1 


.3 


2684.0 


724.7 


.3 


4280.3 


1155.7 


.3 


6247.0 


1686.7 


.4 


2712.3 


732.3 


.4 


4316.0 


1165.3 


.4 


6290.1 


1698.3 


.5 


2740.7 


740.0 


.5 


4351.9 


1175.0 


.5 


6333.3 


1710.0 


.6 


2769.3 


747.7 


.6 


4387.9 


1184.7 


.6 


6376.7 


1721.7 


.7 


2798.1 


755.5 


.7 


4424.0 


1194.5 


.7 


6420.3 


1733.5 


.8 


2827.0 


763.3 


.8 


4460.3 


1204.3 


.8 


6464.0 


1745.3 


.9 


2856.0 


771.1 


.9 


4496.7 


1214.1 


.9 


6507.9 


1757.1 


19.0 


2885.2 


779.0 


24.0 


4533.3 


1224.0 


29.0 


6551.9 


1769.0 


.1 


2914.5 


786.9 


.1 


4S70.1 


1233.9 


.1 


6596.0 


1780.9 


.2 


2944.0 


794.9 


.2 


4607.0 


1243.9 


.2 


6640.3 


1792.9 


.3 


2973.6 


802.9 


.3 


4644.0 


1253.9 


.3 


6684.7 


1804.9 


.4 


3003.4 


810.9 


.4 


4681.2 


1263.9 


.4 


6729.3 


1816.9 


.5 


3033.3 


819.0 


.5 


4718.5 


1274.0 


.5 


6774.1 


1829.0 


.6 


.3063.4 


827.1 


.6 


4756 


1284.1 


.•6 


6819.0 


1841.1 


.7 


3093.6 


835.3 


.7 


4793.6 


1294.3 


.7 


6864.0 


1853.3 


.8 


3124.0 


843.5 


.8 


4831.4 


1304.5 


.8 


6909.2 


1865.5 


.9 


3154.5 


851.7 


.9 


4869.3 


1314.7 


.9 


6954.5 


1877.7 


20.0 


3185.2 


860.0 


25.0 


4907.4 


1325.0 


30.0 


7000.0 


1890.0 



48 



CUBIC CONTEXTS OF LETEE EMBANKHEXTS 



TABLE in Side Slopes 2 

Crown 4 Feet 



Vtftieil 


T<fa.IVr 
100 feet 

* 


8a.Ft 
iaC^ 


Vertkal 
Height 
mfoet 


Cobie 
Y<fa.IVr 
lOOCeel 


Sq.Pt 

iaCitMi 

SeeteB 


Vertkal 
He«ht 
iBfai 


Cufaie 
Y<k.IVr 
too feet 


So. Ft 
iaCroH 

Seetioo 

■ 


0.1 


1.56 


0.420 


5.1 


268.2 


72.4 


10.1 


905.3 


2-14.4 


.2 


3.26 


0.880 


.2 


277.3 


74.9 


.2 


921.8 


248.9 


.3 


5.11 


1.38 


.3 


286.6 


77.4 


.3 


938.4 


253.4 


.4 


7.1 


1.92 


.4 


296.0 


79.9 


.4 


955.3 


257.9 


.5 


9.3 


2.50 ' 


.5 


305.6 


82.5 


.5 


972.2 


262.5 


.6 


11.6 


3.12 


.6 


315.3 


85.1 


.6 


989.3 


267.1 


.7 


14.0 


3.78 


.7 


325.1 


87.8 


.7 


1006.6 


271.8 


.8 


16.6 


4.48 


.8 


335.1 


90.5 


.8 


1024.0 


276.5 


.9 


19.3 


5.22 


.9 


345.3 


93.2 


.9 


1041.6 


281.2 


1.0 


22.2 


6.0 


6.0 


355.6 


96.0 


Il.O 


1059.3 


286.0 


.1 


25.3 


6.8 


.1 


366.0 


98.8 


.1 


1077.1 


290.8 


.2 


28.4 


7.7 


.2 


376.6 


101.7 


.2 


1095.1 


295.7 


.3 


31.8 


8.6 


.3 


387.3 


104.6 


.3 


1113.3 


300.6 


.4 


35.3 


9.5 


.4 


398.2 


107.5 


.4 


1131.6 


305.5 


.5 


38.9 


10.5 


.5 


409.3 


110.5 


.5 


1150.0 


310.5 


.6 


42.7 


11.5 


.6 


420.4 


113.5 


.6 


1168.6 


315.5 


.7 


46.6 


12.6 


.7 


431.8 


116.6 


.7 


1187.3 


320.6 


.8 


50.7 


13.7 


.8 


443.3 


119.7 


.8 


1206.2 


325.7 


.9 


54.9 


14.8 


.9 


454.9 


122.8 


.9 


1225.3 


330.8 


2.0 


59.3 

• 


16.0 


7.0 


466.7 


126.0 


. 12.0 


1244.4 


336.0 


.1 


63.8 


17.2 


.1 


478.6 


129.2 


.1 


1263.8 


341.2 


.2 


68.4 


18.5 


.2 


490.7 


132.5 


.2 


1283.3 


346.5 


.3 


73.3 


19.8 


.3 


502.9 


135.8 


.3 


1302.9 


351.8 


.4 


78.2 


21.1 


.4 


515.3 


139.1 


.4 


1322.7 


357.1 


.5 


83.3 


22.5 


.5 


527.8 


142.5 


.5 


1342.6 


362.5 


.6 


88.6 


23.9 


.6 


540.4 


145.9 


.6 


1362.7 


367.9 


.7 


94.0 


25.4 


.7 


553.3 


149.4 


.7 


1382.9 


373.4 


.8 


99.6 


26.9 


.8 


566.2 


152.9 


.8 


1403.3 


378.9 


.9 


105.3 


28.4 


.9 


579.3 


156.4 


.9 


1423.8 


384.4 


3.0 


111.1 


30.0 


8.0 


592.6 


160.0 


13.0 


1444.4 


390.0 


.1 


117.1 


31.6 


.1 


606.0 


163.6 


.1 


1465.3 


395.6 


.2 


123.3 


33.3 


.2 


619.6 


167.3 


.2 


1486.2 


401.3 


.3 


129.6 


35.0 


.3 


633.3 


171.0 


.3 


1507.3 


407.0 


.4 


136.0 


36.7 


.4 


647.1 


174.7 


.4 


1528.6 


412.7 


.5 


142.6 


38.5 


.5 


661.1 


178.5 


.5 


1550.0 


418.5 


.6 


149.3 


40.3 


.6 


675.3 


182.3 


.6 


1571.6 


424.3 


.7 


156.2 


42.2 


.7 


689.6 


186.2 


.7 


1593.3 


430.2 


.8 


163.3 


44.1 


.8 


704.0 


190.1 


.8 


1615.1 


436.1 


.9 


170.4 


46.0 


.9 


718.6 


194.0 


.9 


1637.1 


442.0 


4.0 


177.8 


48.0 


9.0 


733.3 


198.0 


14.0 


1659.3 


448.0 


.1 


185.3 


50.0 


.1 


748.2 


202.0 


.1 


1681.6 


454.0 


.2 


192.9 


52.1 


.2 


763.3 


206.1 


.2 


1704.0 


460.1 


.3 


200.7 


54.2 


.3 


778.4 


210.2 


.3 


1726.6 


466.2 


.4 


208.6 


56.3 


.4 


793.8 


214.3 


.4 


1749.3 


472.3 


.5 


216.7 


58.5 


.5 


809.3 


218.5 


.5 


1772.2 


478.5 


.6 


224.9 


60.7 


.6 


824.9 


222.7 


.6 


1795.3 


484.7 


.7 


233.3 


63.0 


.7 


840.7 


227.0 


.7 


1818.4 


491. a 


.8 


241.8 


65.3 


.8 


856.6 


231.3 


.8 


1841.8 


497.3 


.9 


250.4 


67.6 


.9 


872.7 


235.6 


.9 


1865.3 


503.6 


5.0 


259 3 


70.0 


10 


888.9 


240.0 


15.0 


1888.9 


510. 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



49 



TABLE III Side Slopes 2 

Crown 4 Feet 



VerticiJ 
Height 
in feet 


Cubic 
Yd8.Fter 
100 feet 


Sq.Pt 

inCroH 

Sectiaii 


Vertical 
. Height 
infect 


1 

Cubic 
Yda.Pw 
100 feet 


Sq.Ft. 

inCroM 

Seetioo 


Vertical 
Height 
infect 


Cubic 
Yds.F» 
100 feet 


8q.Pt 
inCroii 
Section 


15.1 


1912.7 


516.4 


20.1 


3290.4 


888.4 


25.1 


5038.6 


1360.4 


.2 


1936.6 


522.9 


.2 


3321.8 


896.9 


.2 


5077.3 


1370.9 


.3 


1960.7 


529.4 


.3 


3353.3 


90^.4 


.3 


5116.2 


1381.4 


.4 


1984.9 


535 .'9 


.4 


3384.9 


913.9 


.4 


5155.3 


1391.9 


.5 


2009.3 


542.5 


.5 


3416.7 


922.5 


.5 


5194.4 


1402.5 


.6 


2033.8 


549.1 


.6 


3448.6 


931.1 


.6 


5233.8 


1413.1 


.7 


2058.4 


555.8 


.7 


3480.7 


939.8 


.7 


5273.3 


1423.8 


.8 


2083.3 


562.5 


.8 


3512.9 


948.5 


.8 


5312.9 


1434.5 


.9 


2108.2 


569.2 


.9 


3545.3 


957.2 


.9 


5352.7 


1445.2 


16.0 


2133.3 


576.0 


21.0 


3577.8 


966.0 


26.0 


5392.6 


1456.0 


.1 


2158.6 


• 582.8 


.1 


3610.4 


974.8 


.1 


5432.7 


1466.8 


.2 


2184.0 


589.7 


.2 


3643.3 


983.7 


.2 


5472.9 


1477.7 


.3 


2209.6 


596.6 


.3 


3676.2 


992.6 


.3 


5513.3 


1488.6 


.4 


2235.3 


603.5 


.4 


3709.3 


1001.5 


.4 


5553.8 


1499.5 


.5 


2261.1 


610.5 


.5 


3742.6 


1010.5 


.5 


5594.4 


1510.5 


.6 


2287.1 


617.5 


.6 


3776.0 


1019.5 


.6 


5635.3 


1521.5 


.7 


2313.3 


624.6 


.7 


3809.6 


1028.6 


.7 


5676.2 


1532.6 


.8 


2339.6 


631.7 


.8 


3843.3 


1037.7 


.8 


5717.3 


1543.7 


.9 


2366.0 


638.8 


.9 


3877.1 


1046.8 


.9 


5758.6 


1554.8 


17.0 


2392.6 


646.0 


22.0 


3911.1 


1056.0 

• 


27.0 


5800.0 


1566.0 


.1 


2419.3 


653.2 


.1 


3945.3 


1065.2 


.1 


5841.6 


1577.2 


.2 


2446.2 


660.5 


.2 


3979.6 


1074.5 


.2 


5883.3 


1588.5 


.3 


2473.3 


667.8 


.3 


4014.0 


1083.8 


.3 


5925.1 


1599.8 


.4 


2500.4 


675.1 


.4 


4048.6 


1093.1 


.4 


5967.1 


1611.1 


.5 


2527.8 


682.5 


.5 


4083.3 


1102.5 


.5 


6009.3 


1622.5 


.6 


2555.3 


689.9 


.6 


4118.2 


1111.9 


.6 


6051.6 


1633.9 


.7 


2582.9 


697.4 


.7 


4153.3 


1121.4 


.7 


6094.0 


1645.4 


.8 


2610.7 


704.9 


.8 


4188.4 


1130.9 


.8 


6136.6 


1656.9 


.9 


2638.6 


712.4 


.9 


4223.8 


1140.4 


.9 


6179.3 


1668.4 


18.0 


2666.7 


720.0 


23.0 


4259.3 


1150.0 


28.0 


6222.2 


1680.0 


.1 


2694.9 


727.6 


.1 


4294.9 


1159.6 


.1 


6265.3 


1691.6 


.2 


2723.3 


735.3 


.2 


4330.7 


1169.3 


.2 


6308.4 


1703.3 


.3 


2751.8 


743.0 


.3 


4366.6 


1179.0 


.3 


6351.8 


1715.0 


.4 


2780.4 


750.7 


.4 


4402.7 


1188.7 


.4 


6395.3 


1726.7 


.5 


2809.3 


758.5 


.5 


4438.9 


1198.5 


.5 


6438.9 


1738.5 


.6 


2838.2 


766.3 


.6 


4475.3 


1208.3 


.6 


6482.7 


1750.3 


.7 


2867.3 


774.2 


.7 


4511.8 


1218.2 


.7 


6526.6 


1762.2 


.8 


2896.6 


782.1 


.8 


4548.4 


1228.1 


.8 


6570.7 


1774.1 


.9 


2926.0 


790.0 


.9 


4585.3 


1238.0 


.9 


6614.9 


1786.0 


19.0 


295.'».6 


798.0 


24.0 


4622.2 


1248.0 


29.0 


6659.3 


1798.0 


.1 


2985.3 


806.0 


.1 


4659.3 


1258.0 


.1 


6703.8 


1810.0 


.2 


3015.1 


814.1 


.2 


4696.6 


1268.1 


.2 


6748.4 


1822.1 


.3 


3045.1 


822.2 


.3 


4734.0 


1278.2 


.3 


6793.3 


1834.2 


.4 


3075.3 


830.3 


.4 


4771.6 


1288.3 


.4 


6838.2 


1846.3 


.5 


3105.6 


838.5 


.5 


4809.3 


1298.5 


.5 


6883.3 


1858.5 


.6 


3136.0 


846.7 


.6 


4847.1 


1308.7 


.6 


6928.6 


1870.7 


.7 


3166.6 


855.0 


.7 


4885.1 


1319.0 


.7 


6974.0 


1883 


.8 


3197.3 


863.3 


.8 


4923.3 


1329.3 


.8 


7019.6 


1895.3 


.9 


3228.2 


871.6 


.9 


4961.6 


1339.6 


.9 


7065.3 


1907.6 


20.0 


3259.3 


880.0 


25.0 


5000.0 


1350.0 


30.0 


7111.1 


1920.0 



50 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE III Side Slopes 2 : 1 

Crown 5 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
mCroai 
Section 


Vertical 
Height 
in feet 


Cubic 
Ydfl.Pter 
100 feet 


in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Crass 
Section 


0.1 


1.93 


0.52 


5.1 


287.1 


77.5 


10.1 


942.7 


254.5 


.2 


4.00 


1.08 


.2 


296.6 


80.1 


.2 


959.6 


259.1 


.3 


6.22 


1.68 


!3 


306.2 


82.7 


.3 


976.6 


263.7 


.4 


8.6 


2.32 


.4 


316.0 


85.3 


.4 


993.8 


268.3 


.5 


11.1 


3.00 


.5 


325.9 


88.0 


.5 


1011.1 


273.0 


.6 


13.8 


3.72 


.6 


336.0 


90.7 


.6 


1028.6 


277.7 


.7 


16.6 


4.48 


.7 


346.2 


93.5 


.7 


1046.2 


282.5 


.8 


19.6 


5.28 


.8 


356.6 


96.3 


.8 


1064.0 


287.3 


.9 


22.7 


6.1 


.9 


367.1 


99.1 


.9 


1081.9 


292.1 


1.0 


25.9 


7.0 


6.0 


377.8 


102.0 


11.0 


1100.0 


297.0 


.1 


29.3 


7.9 


.1 


388.6 


104.9 


.1 


1118.2 


301.9 


.2 


32.9 


8.9 


.2 


399.6 


107.9 


.2 


1136.6 


306.9 


.3 


36.6 


9.9 


.3 


410.7 


110.9 


.3 


1155.1 


311.9 


.4 


40.4 


10.9 


.4 


421.9 


113.9 


.4 


1173.8 


316.9 


.5 


44.4 


12.0 


.5 


433.3 


117.0 


.5 


1192.6 


322.0 


.6 


48.6 


13.1 


.6 


444.9 


120.1 


.6 


1211.6 


327.1 


.7 


52.9 


14.3 


.7 


456.6 


123.3 


.7 


1230.7 


332.3 


.8 


57.3 


15.5 


.8 


468.4 


126.5 


.8 


1249.9 


337.5 


.9 


61.9 


16.7 


.9 


480.4 


129.7 


.9 


1269.3 


342.7 


2.0 


66.7 


18.0 


7.0 


492.6 


133.0 


12.0 


1288.9 


348.0 


.1 


71.6 


19.3 


.1 


504.9 


136.3 


.1 


1308.6 


353.3 


.2 


76.6 


20.7 


.2 


517.3 


139.7 


.2 


1328.4 


358.7 


.3 


81.8 


22.1 


.3 


529.9 


143.1 


.3 


1348.4 


364.1 


.4 


87.1 


23.5 


.4 


542.7 


146.5 


.4 


1368.6 


369.5 


J5 


92.6 


25.0 


.5 


555.6 


150.0 


.5 


1388.9 


375.0 


.6 


98.2 


26.5 


.6 


568.6 


153.5 


.6 


1409.3 


380.5 


.7 


104.0 


28.1 


.7 


581.8 


157.1 


.7 


1429.9 


386.1 


.8 


109.9 


29.7 


.8 


595.1 


160.7 


.8 


1450.7 


391.7 


.9 


116.0 


31.3 


.9 


608.6 


164.3 


.9 


1471.6 


397.3 


3.0 


122.2 


33.0 


8.0 


622.2 


168.0 


13.0 


1492.6 


403.0 


.1 


128.6 


34.7 


.1 


636.0 


171.7 


.1 


1513.8 


408.7 


.2 


135.1 


36.5 


.2 


649.9 


175.5 


.2 


1535.1 


414.5 


.3 


141.8 


38.3 


.3 


664.0 


179.3 


.3 


1556.6 


420.3 


.4 


148.6 


40.1 


.4 


678.2 


183.1 


.4 


1578.2 


426.1 


.5 


155.6 


42.0 


.5 


692.6 


187.0 


.5 


1600.0 


432.0 


.6 


162.7 


43.9 


.6 


707.1 


190.9 


.6 


1621.9 


437.9 


.7 


169.9 


45.9 


.7 


721.8 


194.9 


.7 


1644.0 


443.9 


.8 


. 177.3 


47.9 


.8 


736.6 


198.9 


.8 


1666.2 


449.9 


.9 


184.9 


49.9 


.9 


751.6 


202.9 


.9 


1688.6 


455.9 


4.0 


192.6 


52.0 


9.0 


766.7 


207.0 


14.0 


1711.1 


462.0 


.1 


200.4 


54.1 


.1 


781.9 


211.1 


.1 


1733.8 


468.1 


.2 


208.4 


56.3 


.2 


797.3 


215.3 


.2 


1756.6 


474.3 


.3 


216.6 


58.5 


.3 


812.9 


219.5 


.3 


1779.6 


480.5 


.4 


224.9 


60.7 


.4 


828.6 


223.7 


.4 


1802.7 


486.7 


.5 


233.3 


63.0 


.5 


844.4 


228.0 


.5 


1825.9 


493.0 


.6 


241.9 


65.3 


.6 


860.4 


232.3 


.6 


1849.3 


499.3 


.7 


250.7 


67.7 


.7 


876.6 


236.7 


.7 


1872.9 


505.7 


.8 


259.6 


70.1 


.8 


892.9 


241.1 


.8 


1896.6 


512.1 


.9 


268.6 


72.5 


.9 


909.3 


245.5 


.9 


1920.4 


518.5 


5.0 


277.8 


75.0 


10.0 


925.9 


250.0 


15.0 


1944.4 


525.0 



CUBIC CONTEXTS OP LEVEE EMBANKMENTS 



51 



TABLE III Side Slopes 2 

Crown 5 Feet 



Vertieal 


Cabio 
Yd8.Pto 


So. Ft 
inCnei 


Vertinl 
EMX 
in feet 


Cubie 
Yds. Per 


So. Ft 
inCroH 


Vertical 
Height 


Cubic 
Yde.Pter 


Su.Ft. 
in Grots 


infcti 


100 feet 


Seotkn 


100 feet 


Seotioo 


in feet 


100 feet 


Section 


15.1 


1968.6 


531.5 


20.1 


3364.9 


908.5 


25.1 


5131.6 


1385.5 


.2 


1992.9 


538.1 


.2 


3396.6 


917.1 


.2 


5170.7 


1396.1 


.3 


2017.3 


544.7 


.3 


3428.4 


925.7 


.3 


5209.9 


1406.7 


.4 


2041.9 


551.3 


.4 


3460.4 


934.3 


.4 


5249.3 


1417.3 


.5 


2066.7 


558.0 


.5 


3492.6 


943.0 


.5 


5288.9 


1428.0 


^ .6 


2091.6 


564.7 


.6 


3524.9 


951.7 


.6 


5328.6 


1438.7 


.7 


2116.6 


571.5 


.7 


3557.3 


960.5 


.7 


5368.4 


1449.5 


.8 


2141.8 


578.3 


.8 


3589.9 


969.3 


.8 


5408.4 


1460.3 


.9 


2167.1 


585.1 


.9 


3622.7 


978.1 


.9 


5448.6 


1471.1 


16.0 


2192.6 


592.0 


21.0 


3655.6 


987.0 


26.0 


5488.9 


1482.0 


.1 


2218.2 


598.9 


.1 


3688.6 


995.9 


.1 


5529.3 


1492.9 


.2 


2244.0 


605.9 


.2 


3721.8 


1004.9 


.2 


5569.9 


1503.9 


.3 


2269.9 


612.9 


.3 


3755.1 


1013.9 


.3 


5610.7 


1514.9 


.4 


2296.0 


619.9 


.4 


3788.6 


1022.9 


.4 


5651.6 


1525.9 


.5 


2322.2 


627.0 


.5 


3822.2 


1032.0 


.5 


5692.6 


1537.0 


.6 


2348.6 


634.1 


.6 


3856.0 


1041.1 


.6 


5733.8 


1548.1 


•7| 


2375.1 


641.3 


.7 


3889.9 


1050.3 


.7 


5775.1 


1559.3 


.8' 


2401.8 


648.5 


.8 


3924.0 


1059.5 


.8 


5816.6 


1570.5 


.9 


2428.6 


655.7 


.9 


3958.2 


1068.7 


.9 


5858.2 


1581.7 


17.0 


2455.6 


663.0 


22.0 


3992.6 


1078.0 


27.0 


5900.0 


1593.0 


.1 


2482.7 


670.3 


.1 


4027.1 


1087.3 


.1 


5941.9 


1604.3 


.2 


2509.9 


677.7 


.2 


4061.8 


1096.7 


.2 


5984.0 


1615.7 


.3 


2537.3 


685.1 


.3 


4096.6 


1106.1 


.3 


6026.2 


1627.1 


.4 


2564.9 


692.5 


.4 


4131.6 


1115.5 


.4 


6068.6 


1638.5 


.5 


2592.6 


700.0 


.5 


4166.7 


1125.0. 


.5 


6111.1 


1650.0 


.6 


2620.4 


707.5 


.6 


4201.9 


1134.5 


.i 


6153.8 


1661.5 


.7 


2648.4 


715.1 


.7 


4237.3 


1144 1 


.7 


6196.6 


1673.1 


.8 


2676.6 


722.7 


.8 


4272.9 


1153.7 


.8 


6239.6 


1684.7 


.9 


2704.9 


730.3 


.9 


4308.6 


1163.3 


.9 


6282.7 


1696.3 


18.0 


2733.3 


738.0 


23.0 


4344.4 


1173.0 


28.0 


6325.9 


1708.0 


.1 


2761.9 


745.7 


.1 


4380.4 


1182.7 


.1 


6369.3 


1719.7 


.2 


2790.7 


753.5 


.2 


4416.6 


1192.5 


.2 


6412.9 


1731.5 


.3 


2819.6 


761.3 


.3 


4452.9 


1202.3 


.3 


6456.6 


1743.3 


.4 


2848.6 


769.1 


.4 


4489.3 


1212.1 


.4 


6500.4 


1755.1 


.5 


2877.8 


777.0 


.5 


4525.9 


1222.0 


.5 


6544.4 


1767.0 


.6 


2907.1 


784.9 


.6 


4562.7 


1231.9 


.6 


6588.6 


1778.9 


.7 


2936.6 


792.9 


.7 


4599.6 


1241.9 


.7 


6632.9 


1790.9 


.8 


2966.2 


800.9 


.8 


4636.6 


1251.9 


.8 


6677.3 


1802.9 


.9 


2996.0 


808.9 


.9 


4673.8 


1261.9 


.9 


6721.9 


1814.9 


19.0 


3025.9 


817.0 


24.0 


4711.1 


1272.0 


29.0 


6766.7 


1827.0 


.1 


3056.0 


825.1 


.1 


4748.6 


1282.1 


.1 


6811.6 


1839.1 


.2 


3086.2 


833.3 


.2 


4786.2 


1292.3 


.2 


6856.6 


1851.3 


.3 


3116.6 


841.5 


.3 


4824.0 


1302.5 


.3 


6901.8 


1863.5 


.4 


3147.1 


849.7 


.4 


4861.9 


1312.7 


.4 


6947.1 


1875.7 


.5 


3177.8 


858.0 


.5 


4900.0 


1323.0 


.5 


6992.6 


1888.0 


.6 


3208.6 


866.3 


.6 


4938.2 


1333.3 


.6 


7038.2 


1900.3 


.7 


3239.6 


874.7 


.7 


4976.6 


1343.7 


.7 


7084.0 


1912 7 


.8 


3270.7 


883.1 


.8 


5015.1 


1354.1 


.8 


7129.9 


1925.1 


.9 


3301.9 


891.5 


.9 


5053.8 


1364.5 


.9 


7176.0 


1937.5 


20.0 


3333.3 


900.0 


25.0 


5092.6 


1375.0 


30.0 


7222.2 


1950.0 



52 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE III Side Slopes 2 

Crown 6 Feet 



Vfrtical 
Height 
in feet 


Cubic • 
Yd8.F» 
100 feet 


So. Ft 
inCroii 
Section 


Vertical 
Heiffht 
infect 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
inCron 
Section 


Vertical 
Heiffht 
in feet 


Cubic 
Yds.Pte 
100 feet 


Sq.Ft 
inCroai 
Seetioo 


0.1 


2.30 


0.62 


5.1 


306.0 


82.6 


10.1 


980.1 


264.6 


.2 


4.74 


1.28 


.2 


315.9 


85.3 


.2 


997 3 


269.3 


.3 


7.33 


1.98 


.3 


325.9 


88.0 


.3 


1014.7 


274.0 


.4 


10.1 


2.72 


.4 


336.0 


90.7 


.4 


1032.3 


278.7 


.5 


13.0 


3.50 


.5 


346.3 


93.5 


.5 


1050.0 


283.5 


.6 


16.0 


4.32 


.6 


356.7 


96.3 


.6 


1067 9 


288.3 


.7 


19.2 


5.18 


.7 


367.3 


99.2 


.7 


1085.9 


293.2 


.8 


22.5 


6.1 


.8 


378.1 


102.1 


.8 


1104.0 


298.1 


.9 


26.0 


7.0 


.9 


389.0 


105.0 


.9 


1122.3 


303 


1.0 


29.6 


8.0 


6.0 


400.0 


108.0 


11.0 


1140.7 


308.0 


.1 


33.4 


9.0 


.1 


411.2 


111.0 


.1 


1159.3 


313.0 


.2 


37.3 


10.1 


.2 


422.5 


114.1 


. .2 


1178.1 


318.1 


.3 


41.4 


11.2 


.3 


434.0 


117.2 


.3 


1197.0 


323.2 


.4 


45.6 


12.3 


.4 


445.6 


120.3 


.4 


1216.0 


328.3 


.5 


50.0 


13.5 


.5 


457.4 


123.5 


.5 


1235.2 


333 5 


.6 


54.5 


14.7 


.6 


469.3 


126.7 


.6 


1254.5 


338.7 


.7 


59.2 


16.0 


.7 


481.4 


130.0 


.7 


1274.0 


344.0 


.8 


64.0 


17.3 


.8 


493.6 


133.3 


.8 


1293.6 


B49.3 


.9 


69.0 


18.6 


• .9 


506.0 


136.6 


.9 


1313.4 


354.6 


2.0 


74.1 


20.0 


7.0 


518.5 


140.0 


12.0 


1333.3 


360.0 


.1 


79.3 


21.4 


.1 


531.2 


143 4 


.1 


1353.4 


.365.4 


.2 


84.7 


22.9 


.2 


544.0 


146.9 


.2 


1373.6 


370.9 


.3 


90.3 


24.4 


.3 


557.0 


150.4 


.3 


1394.0 


376.4 


.4 


96.0 


25.9 


.4 


570.1 


153.9 


.4 


1414.5 


381.9 


.5 


101.9 


27.5 


.5 


583.3 


157.5 


.5 


1435.2 


387.5 


.6 


107.9 


29.1 


.6 


596 7 


161.1 


.6 


1456.0 


393.1 


.7 


114.0 


30.8 


.7 


610.3 


164.8 


.7 


1477.0 


.398.8 


.8 


120.3 


32.5 


.8 


624.0 


168.5 


.8 


1498.1 


404.5 


.9 


126.7 


34.2 


.9 


637.9 


172.2 


.9 


1519.3 


410.2 


3.0 


133.3 


36.0 


8.0 


651.9 


176.0 


13.0 


1540.7 


416.0 


.1 


140.1 


37.8 


.1 


666.0 


179.8 


.1 


1562.3 


421.8 


.2 


147.0 


39.7 


.2 


680.3 


183.7 


.2 


1584.0 


427 7 


.3 


154.0 


41.6 


.3 


694.7 


187.6 


.3 


1605 9 


433.6 


.4 


161.2 


43.5 


.4 


709.3 


191.5 


.4 


1627.9 


439.5 


.5 


168.5 


45.5 


.5 


724.1 


195.5 


.5 


1650.0 


445.5 


.6 


176.0 


47.5 


.6 


739.0 


199.5 


.6 


1672.3 


451.5 


.7 


183.6 


49.6 


.7 


754.0 


203 6 


.7 


1694.7 


457.6 


.8 


191.4 


51.7 


.8 


769.2 


207.7 


.8 


1717.3 


463.7 


.9 


199.3 


53.8 


.9 


784.5 


211.8 


.9 


1740.1 


469.8 


4.0 


207.4 


56.0 


9.0 


800.0 


216.0 


14.0 


1763.0 


476.0 


.1 


215.6 


58.2 


.1 


815.6 


220.2 


.1 


1786.0 


482.2 


.2 


224.0 


60.5 


.2 


831.4 


224.5 


.2 


1809.2 


488.5 


.3 


232.5 


62.8 


.3 


847.3 


228.8 


.3 


1832.5 


494.8 


.4 


241.2 


65.1 


.4 


863.4 


233.1 


.4 


1856.0 


501.1 


.5 


250.0 


67.5 


.5 


879.6 


237.5 


.5 


1879.6 


507.5 


.6 


259.0 


69.9 


.6 


896.0 


241.9 


.6 


1903.4 


513.9 


.7 


268.1 


72.4 


.7 


912.5 


246.4 


.7 


1927.3 


520 .-4 


.8 


277.3 


74.9 


.8 


929.2 


250.9 


.8 


1951.4 


526.9 


.9 


286.7 


77.4 


.9 


946.0 


255 . 4 


.9 


1975.6 


533.4 


5.0 


296.3 


80.0 


10.0 


963.0 


260.0 


15.0 


2000.0 


540.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



53 



TABLE III Side Slopes 2 : 1 

Crown 6 Feet 



Verticel 
Height 
in feet 


Cubic 
Yd8.Pto 
100 feet 


So. Ft 
inCroH 
Section 


Vertical 
Height 
infect 


Cubic 
Yds. Per 
100 feet 


Sq.Pt 
in CroM 
Section 


Vertical 
Height 
infect 


Cubic 
Yde.Pto 
. 100 feet 


Sq.Pt. 
inCroH 
Section 


15.1 


2024.5 


546.6 


20.1 


3439.3 


928.6 


25.1 


5224.5 


1410.6 


.2 


2049.2 


553.3 


2 


3471.4 


937.3 


.2 


5264.0 


1421.3 


.3 


2074.0 


560.0 


.3 


3503.6 


946.0 


.3 


5303.6 


1432.0 


.4 


2099.0 


566.7 


.4 


3536.0 


954.7 


.4 


5343.4 


1442.7 


.5 


2124.1 


573.5 


.5 


3568.5 


963.5 


.5 


5383.3 


1453.5 


.6 


2149.3 


580.3 


.6 


3601.2 


972.3 


.6 


* 5423.4 


1464.3 


.7 


2174.7 


587.2 


.7 


3634.0 


981.2 


.7 


5463.6 


1475.2 


.8 


2200.3 


594.1 


.8 


3667.0 


990.1 


.8 


5504.0 


1486.1 


.9 


2226.0 


601.0 


.9 


3700.1 


999.0 


.9 


5544.5 


1497.0 


16.0 i 


2251.9 


608.0 


21.0 


3733.3 


1008.0 


26.0 


5585.2 


1508.0 


.1 


2277.9 


615.0 


.1 


3766.7 


1017.0 


.1 


5626.0 


1519.0 


.2 


2304.0 


622.1 


.2 


3800.3 


1026.1 


.2 


5667.0 


1530.1 


.3 


2330.3 


629.2 


.3 


3834.0 


1035.2 


.3 


5708.1 


1541.2 


.4 


2356.7 


636.3 


.4 


3867.0 


1044.3 


.4 


5749.3 


1552.3 


.5 


2383.3 


643.5 


.5 


3901.9* 


1053.5 


.5 


5790.7 


1563.5 


.6 


2410.1 


650.7 


.« 


3936.0 


1062.7 


.6 


5832.3 


1574.7 


.7 


2437 


658.0 


.7 


3970.3 


1072.0 


.7 


5874.0 


1586.0 


.8 


2464.0 


665.3 


.8 


4004.7 


1081.3 


.8 


5915.9 


1597.3 


.9 


2491.2 


672.6 


.9 


4039.3 


1090.6 


.9 


5957.9 


1608.6 


17.0 


2518.5 


680.0 


22.0 


4074.1 


1100.0 


27.0 


6000.0 


1620.0 


.1 


2548.0 


'687.4 


.1 


4109.0 


1109.4 


.1 


6042.3 


1631.4 


.2 


2573.6 


694.9 


.2 


4144.0 


1118.9 


.2 


6084.7 


1642.9 


.3 


2601,4 


702.4 


.3 


4179.2 


1128.4 


.3 


6127.3 


1654.4 


.4 


2629.3 


709 9 


.4 


4214.5 


1137.9 


.4 


6170.1 


1665.9 


.5 


2657.4 


717.5 


.5 


4250.0 


1147.5 


.5 


6213.0 


1677.5 


.6 


2685.6 


725.1 


.6 


4285.6 


1157.1 


.6 


6256.0 


1689.1 


.7 


2714.0 


732.8 


.7 


4321.4 


1166.8 


.7 


6299.2 


1700.8 


.8 


2742.5 


740.5 


.8 


4357.3 


1176.5 


.8 


6342.5 


1712.5 


.9 


2771.2 


748.2 


.9 


4393.4 


1186.2 


.9 


6386.0 


1724.2 


18.0 


2800.0 


756.0 


23.0 


4429.6 


1196.0 


28.0 


6429.6 


1736.0 


.1 


2829.0 


763.8 


.1 


4466.0 


1205.8 


.1 


6473.4 


1747.8 


.2 


2858.1 


771.7 


.2 


4502.5 


1215.7 


.2 


6517.3 


1759.7 


.3 


2887.3 


779.6 


.3 


4539.2 


1225.6 


.3 


6561.4 


1771.6 


.4 


2916.7 


787.5 


.4 


4576.0 


1235.5 


.4 


6605.6 


1783.5 


.5 


2946.3 


795.5 


.5 


4613.0 


1245.5 


.5 


6650.0 


1795.5 


.6 


2976.0 


803.5 


.6 


4650.1 


1255.5 


.6 


6694.5 


1807.5 


.7 


3005.9 


811.6 


.7 


4687.3 


1265.6 


.7 


6739.2 


1819.6 


.8 


3035.9 


819.7 


.8 


4724.7 


1275.7 


.8 


6784.0 


1831.7 


.9 


3066.0 


827.8 


.9 


4762.3 


1285.8 


.9 


6829.0 


1843.8 


19.0 


3096.3 


836.0 


24.0 


4800.0 


1296.0 


29.0 


6874.1 


1856.0 


.1 


3126.7 


844.2 


.1 


4837.9 


1306.2 


.1 


6919.3 


1868.2 


.2 


3157.3 


852.5 


.2 


4875.9 


1316.5 


.2 


6964.7 


1880.5 


.3 


3188.1 


860.8 


.3 


4914.0 


1326.8 


.3 


7010.3 


1892.8 


.4 


3219.0 


869.1 


.4 


4952.3 


1337.1 


.4 


7056.0 


1905.1 


.5 


3250.0 


877.5 


.5 


4990.7 


1347.5 


.5 


7101.9 


1917.5 


.6 


3281.2 


885.9 


.6 


5029.3 


1357.9 


.6 


7147.9 


1929.9 


.7 


3312.5 


894.4 


.7 


5068.1 


1368.4 


.7 


7194.0 


1942.4 


.8 


3344.0 


902.9 


.8 


5107.0 


1378.9 


.8 


7240.3 


1954.9 


.9 


3375.6 


911.4 


.9 


5146.0 


1389.4 


.9 


7286.7 


1967.4 


20.0 


3407.4 


920.0 


25.0 


5185.2 


1400.0 


30.0 


7333.3 


1980.0 



54 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE III Side Slopes 2 : 1 

Crown 7 Feet 



Vertical 
Heisht 


Cubie 
Yd8.F» 


So. Ft 
inCnMi 


Vertkai 
Height 


Cubic 
Yds.IN)r 


inCroiB 


Vertical 
Height 


Cubic 


8q.Pt 
inCroH 


in feet 


100 feet 


Seetkm 


in feet 


100 feet 


Seetion 


in feet 


100 feet 


Section 


0.1 


2.67 


0.72 


5.1 


324.9 


87.7 


10.1 


1017.5 


274.7 


.2 


5.48 


1.48 


.2 


335.1 


90.5 


.2 


1035.1 


279.5 


.3 


8.4 


2.28 


.3 


345.5 


93.3 


.3 


1052.9 


284.3 


.4 


11.6 


3.12 


.4 


356.0 


96.1 


.4 


1070.8 


289.1 


.5 


14.8 


4.00 


.5 


366.7 


99.0 


.5 


1088.9 


294.0 


.6 


18.2 


4.92 


.6 


377.5 


101.9 


.6 


1107.1 


298.9 


.7 


21.8 


5.88 


.7 


388.4 


104.9 


.7 


1125.5 


303.9 


.8 


25.5 


6.9 


.8 


399.6 


107.9 


.8 


1144.0 


308.9 


.9 


29.3 


7.9 


.9 


410.8 


110.9 


.9 


1162.7 


313.9 


1.0 


33.3 


9.0 


6.0 


422.2 


114.0 


11.0 


1181.5 


319.0 


.1 


37.5 


10.1 


.1 


433.8 


117.1 


.1 


1200.4 


324.1 


.2 


41.8 


11.3 


.2 


445.5 


120.3 


.2 


1219.6 


329.3 


.3 


46.2 


12.5 


.3 


457.3 


123.5 


.3 


1238.8 


334.5 


.4 


50.8 


13.7 


.4 


469.3 


126.7 


.4 


1258.2 


339.7 


.5 


55.6 


15.0 


.5 


481.5 


130.0 


.5 


1277.8 


345.0 


.6 


60.4 


16.3 


.6 


493.8 


133.3 


.6 


1297.5 


350.3 


.7 


65.5 


17.7 


.7 


506.2 


136.7 


.7 


1317.3 


355.7 


.8 


70.7 


19.1 


.8 


518.8 


140.1 


.8 


1337.3 


361.1 


.9 


76.0 


20.5 


.9 


531.6 


143.5 


.9 


1357.5 


366.5 


2.0 


81.5 


22.0 


7.0 


544.4 


147.0 


12.0 


1377.8 


372.0 


.1 


87.1 


23.5 


.1 


557.5 


150.5 


.1 ' 


1398^ 


377.5 


.2 


92.9 


25.1 


.2 


570.7 


154.1 


.2 


1418.8 


383.1 


.3 


98.8 


26.7 


.3 


584.0 


157.7 


.3 


1439.6 


388.7 


.4 


104.9 


28.3 


.4 


597.5 


161.3 


.4 


1460.4 


394.3 


.5 


111.1 


30.0 


.5 


611.1 


165.0 


.5 


1481.5 


400.0 


.6 


117.5 


31.7 


.6 


624.9 


168.7 


.6 


1502.7 


405.7 


.7 


124.0 


33.5 


.7 


638.8 


172.5 


.7 


1524.0 


411.5 


.8 


130.7 


35.3 


.8 


652.9 


176.3 


.8 


1545.5 


417.3 


.9 


137.5 


37.1 


.9 


667.1 


180.1 


.9 


1567.1 


423.1 


3.0 


144.4 


39.0 


8.0 


681.5 


184.0 


13.0 


1588.9 


429.0 


.1 


151.6 


40.9 


.1 


696.0 


187.9 


.1 


1610.8 


434.9 


.2 


158.8 


42.9 


.2 


710.7 


191.9 


.2 


1632.9 


440.9 


.3 


166.2 


44.9 


.3 


725.5 


195.9 


.3 


1655.1 


446.9 


.4 


173.8 


46.9 


.4 


740.4 


199.9 


.4 


1677.5 


452.9 


.5 


181.5 


49.0 


.5 


755.6 


204.0 


.5 


1700.0 


459.0 


.6 


189.3 


51.1 


.6 


770.8 


208.1 


.6 


1722.7 


465.1 


.7 


197.3 


53.3 


.7 


786.2 


212.3 


.7 


1745.5 


471.3 


.8 


205.5 


55.5 


.8 


801.8 


216.5 


.8 


1768.4 


477.5 


.9 


213.8 


57.7 


.9 


817.5 


220.7 


.9 


1791.6 


483.7 


4.0 


222.2 


60.0 


9.0 


833.3 


225.0 


14.0 


1814.8 


490.0 


.1 


230.8 


62.3 


.1 


849.3 


229.3 


.1 


1838.2 


496.3 


.2 


239.6 


64.7 


.2 


865.5 


233.7 


.2 


1861.8 


502.7 


.3 


248.4 


67.1 


.3 


881.8 


238.1 


.3 


1885.5 


509.1 


.4 


257.5 


69.5 


.4 


898.2 


242.5 


.4 


1909.3 


515.5 


.5 


266.7 


72.0 


.5 


914.8 


247.0 


.5 


1933.3 


522.0 


.6 


276.0 


74.5 


.6 


931.6 


251.5 


.6 


1957.5 


528.5 


.7 


285.5 


77.1 


.7 


948.4 


256.1 


.7 


1981.8 


535.1 


.8 


295.1 


79.7 


.8 


965.5 


260.7 


.8 


2006.2 


541.7 


.9 


304.9 


82.3 


.9 


982.7 


265.3 


.9 


2030.8 


548.3 


5.0 


314 8 


85.0 


10.0 


1000.0 


270.0 


15.0 


2055.6 


555.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



55 



TABLE III Side Slopes 2 : 1 

Crown 7 Feet 



VertioAl 
Hoght 
in feet 


Cubie 
Yd8.INjr 
100 feet 


So. Ft 

inCroii 

Seetion 


Vertical 
Heicht 
in feet 


Cubic 
Yds. Per 
100 feet 


8q.Pt. 
inCroH 
Seetioii 


Vertical 
Height 
infect 


Cubic 
Yd8.Pto 
100 feet 


So. Ft 
inCroH 
oeeooD 


15.1 


2080.4 


561.7 


20.1 


3513.8 


948.7 


25.1 


5317.5 


1435.7 


.2 


2105.5 


568.5 


.2 


3546.2 


957.5 


.2 


5357.3 


1446.5 


.3 


2130.7 


575.3 


.3 


3578.8 


966.3 


.3 


5397.3 


1457.3 


.4 


2156.0 


582.1 


.4 


3611.6 


975.1 


.4 


5437.5 


1468.1 


.5 


2181.5 


589.0 


.5 


3644.4 


984.0 


.5 


5477.8 


1479.0 


.6 


2207.1 


595.9 


.6 


3677.5 


992.9 


.6 


5518.2 


1489.9 


.7 


2232.9 


602.9 


.7 


3710.7 


1001.9 


.7 


5558.8 


1500.9 


.8 


2258.8 


609.9 


.8 


3744.0 


1010.9 


.8 


5599.6 


1511.9 


.9 


2284.9 


616.9 


.9 


3777.5 


1019.9 


.9 


5640.4 


1522.9 


16.0 


2311.1 


624.0 


21.0 


3811.1 


1029.0 


26.0 


5681.5 


1534.0 


.1 


2337.5 


631.1 


.1 


3844.9 


1038.1 


.1 


5722.7 


1545.1 


.2 


2364.0 


638.3 


.2 


3878.8 


1047.3 


.2 


5764.0 


1556.3 


.3 


2390.7 


645.5 


.3 


3912.9 


1056.5 


.3 


5805.5 


1567.5 


.4 


2417.5 


652.7 


.4 


3947.1 


1065.7 


.4 


5847.1 


1578.7 


.5 


2444.4 


660.0 


.5 


3981.5 


1075.0 


.5 


5888.9 


1590.0 


.6 


2471.6 


667 3 


.6 


4016.0 


1084.3 


.6 


5930.8 


1601.3 


.7 


2498.8 


674.7 


.7 


4050.7 


1093.7 

1 


.7 


5972.9 


1612.7 


.8 


2526.2 


682.1 


.8 


4085.5 


1103.1 


.8 


6015.1 


1624.1 


.9 


2553.8 


689.5 


.9 


4120.4 


1112.5 


.9 


6057.5 


1635.5 


17.0 


2581.5 


697.0 


22.0 


4155T6 


1122.0 


27.0 


6100.0 


1647.0 


.1 


2609.3 


•704.5 


.1 


4190.8 


1131.5 


.1 


6142.7 


1658.5 


.2 


2637.3 


712.1 


.2 


4226.2 


1141.1 


.2 


6185.5 


1670.1 


.3 


2665.5 


719.7 


.3 


4261.8 


1150.7 


.3 


6228.4 


1681.7 


.4 


2693.8 


727.3 


.4 


4297.5 


1160.3 


.4 


6271.6 


1693.3 


.5 


2722.2 


735.0 


.5 


4333.3 


1170.0 


.5 


6314.8 


1705.0 


.6 


2750.8 


742.7 


.6 


4369.3 


1179.7 


.6 


6358.2 


1716.7 


.7 


2779.6 


750.5 


.7 


4405.5 


1189.5 


.7 


6401.8 


1728.5 


.8 


2808.4 


758.3 


.8 


4441.8 


1199.3 


.8 


6445.5 


1740.3 


.9 


2837.5 


766.1 


.9 


4478.2 


1209.1 


.9 


6489.3 


1752.1 


18.0 


2866.7 


774.0 


23.0 


4514.8 


1219.0 


28.0 


6533.3 


1764.0 


.1 


2896.0 


781.9 


.1 


4551.6 


1228.9 


.1 


6577.5 


1775.9 


.2 


2925.5 


789.9 


.2 


4588.4 


1238.9 


.2 


6621.8 


1787.9 


.3 


2955.1 


797.9 


.3 


4625.5 


1248.9 


.3 


6666.2 


1799.9 


.4 


2984.9 


805.9 


.4 


4662.7 


1258.9 


.4 


6710.8 


1811.9 


.5 


3014.8 


814.0 


.5 


4700.0 


1269.0 


.5 


6755.6 


1824.0 


.6 


3044.9 


822.1 


.6 


4737.5 


1279.1 


.6 


6800.4 


1836.1 


.7 


3075.1 


830.3 


.7 


4775.1 


1289.3 


.7 


6845.5 


1848.3 


.8 


3105.5 


838.5 


.8 


4812.9 


1299.5 


.8 


6890.7 


1860.5 


.9 


3136.0 


846.7 


.9 


4850.8 


1309.7 


.9 


6936.0 


1872.7 


19.0 


3166.7 


855.0 


24.0 


4888.9 


1320.0 


29.0 


6981.5 


1885.0 


.1 


3197.5 


863.3 


.1 


4927.1 


1330.3 


.1 


7027.1 


1897.3 


.2 


3228.4 


871.7 


.2 


4965.5 


1340.7 


.2 


7072.9 


1909.7 


.3 


3259.6 


880.1 


.3 


5004.0 


1351 . 1 


.3 


7118.8 


1922.1 


.4 


3290.8 


888.5 


.4 


5042.7 


1361.5 


.4 


7164.9 


1934.5 


.5 


3322.2 


897.0 


.5 


5081.5 


1372.0 


.5 


7211.1 


1947.0 


.6 


3353.8 


905.5 


.6 


5120.4 


1382.5 


.6 


7257.5 


1959.5 


.7 


3385.5 


914.1 


.7 


5159.6 


1393.1 


.7 


7304.0 


1972.1 


.8 


3417.3 


922.7 


.8 


5198.8 


1403.7 


.8 


7350.7 


1984.7 


.9 


3449.3 


931.3 


.9 


5238.2 


1414.3 


.9 


7397.5 


1997.3 


20.0 


3481.5 


940.0 


25.0 


5277.8 


1425.0 


30.0 


7444.4 


2010.0 

• 



54 



CUBIC CONTENTS OF I^VEE EMBANKMENTS 



TABLE III Side Slopes 2 : 1 

Crown 7 Feet 



Verticel 
Height 
in feet 


Cubic 
Yd8.Pto 
100 feet 


So. Ft. 

inCroH 

Section 


Vertkai 
Height 
infect 


Cubic 
Yds.IN)r 
100 feet 


Sq.Ft 
inCroes 
Section 


Vertical 
Height 
in feet 


Cubic 

Ydi.F» 

100 feet 


inCroiB 
Section 


0.1 


2.67 


0.72 


5.1 


324.9 


87.7 


10.1 


1017.5 


274.7 


.2 


5.48 


1.48 


.2 


335.1 


90.5 


.2 


1035.1 


279.5 


.3 


8.4 


2.28 


.3 


345.5 


93.3 


.3 


1052.9 


284.3 


.4 


11.6 


3.12 


.4 


356.0 


96.1 


.4 


1070.8 


289.1 


.5 


14.8 


4.00 


.5 


366.7 


99.0 


.5 


1088.9 


294.0 


.6 


18.2 


4.92 


.6 


377.5 


101.9 


.6 


1107.1 


298.9 


.7 


21.8 


5.88 


.7 


388.4 


104.9 


.7 


1125.5 


303.9 


.8 


25.5 


6.9 


.8 


399.6 


107.9 


.8 


1144.0 


308.9 


.9 


29.3 


7.9 


.9 


410.8 


110.9 


.9 


1162.7 


313.9 


1.0 


33.3 


9.0 


6.0 


422.2 


114.0 


11.0 


1181.5 


319.0 


.1 


37.5 


10.1 


.1 


433.8 


117.1 


.1 


1200.4 


324.1 


.2 


41.8 


11.3 


.2 


445.5 


120.3 


.2 


1219.6 


329.3 


.3 


46.2 


12.5 


.3 


457.3 


123.5 


.3 


1238.8 


334.5 


.4 


50.8 


13.7 


.4 


469.3 


126.7 


.4 


1258.2 


339.7 


.5 


55.6 


15.0 


.5 


481.5 


130.0 


.5 


1277.8 


345.0 


.6 


60.4 


16.3 


.6 


493.8 


133.3 


.6 


• 

1297.5 


350.3 


.7 


65.5 


17.7 


.7 


506.2 


136.7 


.7 


1317.3 


355.7 


.8 


70.7 


19.1 


.8 


518.8 


140.1 


.8 


1337.3 


361.1 


.9 


76.0 


20.5 


.9 


531.6 


143.5 


.9 


1357.5 


366.5 


2.0 


81.5 


22.0 


7.0 


544.4 


147.0 


12.0 


1377.8 


372.0 


.1 


87.1 


23.5 


.1 


557.5 


150.5 


.1 ' 


1398^ 


377.5 


.2 


92.9 


25.1 


.2 


570.7 


154.1 


.2 


1418.8 


383.1 


.3 


98.8 


26.7 


.3 


584.0 


157.7 


.3 


1439.6 


388.7 


.4 


104.9 


28.3 


.4 


597.5 


161.3 


.4 


1460.4 


394.3 


.5 


111.1 


30.0 


.5 


611.1 


165.0 


.5 


1481.5 


400.0 


.6 


117.5 


31.7 


.6 


624.9 


168.7 


.6 


1502.7 


405.7 


.7 


124.0 


33.5 


.7 


638.8 


172.5 


.7 


1524.0 


411.5 


.8 


130.7 


35.3 


.8 


652.9 


176.3 


.8 


1545.5 


417.3 


.9 


137.5 


37.1 


.9 


667.1 


180.1 


.9 


1567.1 


423.1 


3.0 


144.4 


39.0 


8.0 


681.5 


184.0 


13.0 


1588.9 


429.0 


.1 


151.6 


40.9 


.1 


696.0 


187.9 


.1 


1610.8 


434.9 


.2 


158.8 


42.9 


.2 


710.7 


191.9 


.2 


1632.9 


440.9 


.3 


166.2 


44.9 


.3 


725.5 


195.9 


.3 


1655.1 


446.9 


.4 


173.8 


46.9 


.4 


740.4 


199.9 


.4 


1677.5 


452.9 


.5 


181.5 


49.0 


.5 


755.6 


204.0 


.5 


1700.0 


459.0 


.6 


189.3 


51.1 


.6 


770.8 


208.1 


.6 


1722.7 


465.1 


.7 


197.3 


53.3 


.7 


786.2 


212.3 


.7 


1745.5 


471.3 


.8 


205.5 


55.5 


.8 


801.8 


216.5 


.8 


1768.4 


477.5 


.9 


213.8 


57.7 


.9 


817.5 


220.7 


.9 


1791.6 


483.7 


4.0 


222.2 


60.0 


9.0 


833.3 


225.0 


14.0 


1814.8 


490.0 


.1 


230.8 


62.3 


.1 


849.3 


229.3 


.1 


1838.2 


496.3 


.2 


239.6 


64.7 


.2 


865.5 


233.7 


.2 


1861.8 


502.7 


.3 


248.4 


67.1 


.3 


881.8 


238.1 


.3 


1885.5 


509.1 


.4 


257.5 


69.5 


.4 


898.2 


242.5 


.4 


1909.3 


515.5 


.5 


266.7 


72.0 


.5 


914.8 


247.0 


.5 


1933.3 


522.0 


.6 


276.0 


74.5 


.6 


931.6 


251.5 


.6 


1957.5 


528.5 


.7 


285.5 


77.1 


.7 


948.4 


256.1 


.7 


1981.8 


535.1 


.8 


295.1 


79.7 


.8 


965.5 


260.7 


.8 


2006.2 


541.7 


.9 


304.9 


82.3 


.9 


982.7 


265.3 


.9 


2030.8 


548.3 


5.0 


314 8 


85.0 


10.0 


1000.0 


270.0 


15.0 


2055.6 


555.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



55 



TABLE III Side Slopes 2 

Crown 7 Feet 



VertioAl 
Hoght 


Cubie 
Td8.Pto 


So. Ft 
inCroii 


Vfrtiml 
Height 


Cubie 
Yds. Per 


So. Ft 
inCroa 


Vertieal 
Heigbt 
infeet 


Cubie 


So. Ft 
inCroa 


infMt 


100 feet 


Seotkm 


in feet 


100 feet 


Seetion 


100 feet 


Seotioo 


15.1 


2080.4 


561.7 


20.1 


3513.8 


948.7 


25.1 


5317.5 


1435.7 


.2 


2105.5 


568.5 


.2 


3546.2 


957.5 


.2 


5357.3 


1446.5 


.3 


2130.7 


575.3 


.3 


3578.8 


966.3 


.3 


5397.3 


1457.3 


.4 


2156.0 


582.1 


.4 


3611.6 


975.1 


.4 


5437.5 


1468.1 


.5 


2181.5 


589.0 


.5 


3644.4 


984.0 


.5 


5477.8 


1479.0 


.6 


2207.1 


595.9 


.6 


3677.5 


992.9 


.6 


5518.2 


1489.9 


.7 


2232.9 


602.9 


.7 


3710.7 


1001.9 


.7 


5558.8 


1500.9 


.8 


2258.8 


609.9 


.8 


3744.0 


1010.9 


.8 


5599.6 


1511.9 


.9 


2284.9 


616.9 


.9 


3777.5 


1019.9 


.9 


5640.4 


1522.9 


16.0 


2311.1 


624.0 


21.0 


3811.1 


1029.0 


26.0 


5681.5 


1534.0 


.1 


2337.5 


631.1 


.1 


3844.9 


1038.1 


.1 


5722.7 


1545.1 


.2 


2364.0 


638.3 


.2 


3878.8 


1047.3 


.2 


5764.0 


1556.3 


.3 


2390.7 


645.5 


.3 


3912.9 


1056.5 


.3 


5805.5 


1567.5 


.4 


2417.5 


652.7 


.4 


3947.1 


1065.7 


.4 


5847.1 


1578.7 


.5 


2444.4 


660.0 


.5 


3981.5 


1075.0 


.5 


5888.9 


1590.0 


.6 


2471.6 


667 3 


.6 


4016.0 


1084.3 


.6 


5930.8 


1601.3 


.7 


2498.8 


674.7 


.7 


4050.7 


1093.7 


.7 


5972.9 


1612.7 


.8 


2526.2 


682.1 


.8 


4085.5 


1103.1 


.8 


6015.1 


1624.1 


.9 


2553.8 


689.5 


.9 


4120.4 


1112.5 


.9 


6057.5 


1635.5 


17.0 


2581.5 


697.0 


22.0 


4155^6 


1122.0 


27.0 


6100.0 


1647.0 


.1 


2609.3 


•704.5 


.1 


4190.8 


1131.5 


.1 


6142.7 


1658.5 


.2 


2637.3 


712.1 


.2 


4226.2 


1141.1 


.2 


6185.5 


1670.1 


.3 


2665.5 


719.7 


.3 


4261.8 


1150.7 


.3 


6228.4 


1681.7 


.4 


2693.8 


727.3 


.4 


4297.5 


1160.3 


.4 


6271.6 


1693.3 


.5 


2722.2 


735.0 


.5 


4333.3 


1170.0 

• 


.5 


6314.8 


1705.0 


.6 


2750.8 


742.7 


.6 


4369.3 


1179.7 


.6 


6358.2 


1716.7 


.7 


2779.6 


750.5 


.7 


4405.5 


1189.5 


.7 


6401.8 


1728.5 


.8 


2808.4 


758.3 


.8 


4441.8 


1199.3 


.8 


6445.5 


1740.3 


.9 


2837.5 


766.1 


.9 


4478.2 


1209.1 


.9 


6489.3 


1752.1 


18.0 


2866.7 


774.0 


23.0 


4514.8 


1219.0 


28.0 


6533.3 


1764.0 


.1 


2896.0 


781.9 


.1 


4551.6 


1228.9 


.1 


6577.5 


1775.9 


.2 


2925.5 


789.9 


.2 


4588.4 


1238.9 


.2 


6621.8 


1787.9 


.3 


2955.1 


797.9 


.3 


4625.5 


1248.9 


.3 


6666.2 


1799.9 


.4 


2984.9 


805.9 


.4 


4662.7 


1258.9 


.4 


6710.8 


1811.9 


.5 


3014.8 


814.0 


.5 


4700.0 


1269.0 


.5 


6755.6 


1824.0 


.6 


3044.9 


822.1 


.6 


4737.5 


1279.1 


.6 


6800.4 


1836.1 


.7 


3075.1 


830.3 


.7 


4775.1 


1289.3 


.7 


6845.5 


1848.3 


.8 


3105.5 


838.5 


.8 


4812.9 


1299.5 


.8 


6890.7 


1860.5 


.9 


3136.0 


846.7 


.9 


4850.8 


1309.7 


.9 


6936.0 


1872.7 


19.0 


3166.7 


855.0 


24.0 


4888.9 


1320.0 


29.0 


6981.5 


1885.0 


.1 


3197.5 


863.3 


.1 


4927.1 


1330.3 


.1 


7027.1 


1897.3 


.2 


3228.4 


871.7 


.2 


4965.5 


1340.7 


.2 


7072.9 


1909.7 


.3 


3259.6 


880.1 


.3 


5004.0 


1351.1 


.3 


7118.8 


1922.1 


.4 


3290.8 


888.5 


.4 


5042.7 


1361.5 


.4 


7164.9 


1934.5 


.5 


3322.2 


897.0 


.5 


5081.5 


1372.0 


.5 


7211.1 


1947.0 


.6 


3353.8 


905.5 


.6 


5120.4 


1382.5 


.6 


7257.5 


1959.5 


.7 


3385.5 


914.1 


.7 


5159.6 


1393.1 


.7 


7304.0 


1972.1 


.8 


3417.3 


922.7 


.8 


5198.8 


1403.7 


.8 


7350.7 


1984.7 


.9 


3449.3 


931.3 


.9 


5238.2 


1414.3 


.9 


7397.5 


1997.3 


20.0 


3481.5 


940.0 


25.0 


5277.8 


1425.0 


30.0 


7444.4 


2010.0 

• 



56 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE III Side Slopes 2 

Crown 8 Feet 



Vertical 
Height 


Cubic 
Yd«.Pfer 


Sq.Pt. 
inCroH 


VRrticel 
Height 


Cubie 
Yds. Per 


Sq.Pt. 
inCroH 


Vertical 
Height 
infeBt 


Cubie 
Yds. Per 


8q.Pt. 
in CrcH 


in feet 


100 feet 


Section 


in feet 


100 feet 


SeetioD 


100 feet 


Seetko 


0.1 


3.04 


0.82 


5.1 


343.8 


92.8 


10.1 


1054.9 


284.8 


.2 


6.22 


1.68 


.2 


354.4 


95.7 


.2 


1072.9 


289.7 


.3 


9.6 


2.58 


.3 


365.1 


98.6 


.3 


1091.0 


294.6 


.4 


13.0 


3.52 


.4 


376.0 


101.5 


.4 


1109.3 


299.5 


.5 


16.7 


4.50 


.5 


387.0 


104.5 


.5 


1127.8 


304.5 


.6 


20.4 


5.52 


.6 


398.2 


107.5 


.6 


1146.4 


309.5 


.7 


24.4 


6.6 


.7 


409.6 


110.6 


.7 


1165.1 


314.6 


.8 


28.4 


7.7 


.8 


421.0 


113.7 


.8 


1184.0 


319.7 


.9 


32.7 


8.8 


.9 


432.7 


116.8 


.9 


1203.0 


324.8 


1.0 


37.0 


10,0 


6.0 


444.4 


120.0 


11.0 


1222.2 


330.0 


.1 


41.6 


11.2 


.1 


456.4 


123.2 


.1 


1241.6 


335.2 


.2 


46.2 


12.5 


.2 


468.4 


126.5 


.2 


1261.0 


340.5 


.3 


51.0 


13.8 


.3 


480.7 


129.8 


.3 


1280.7 


345 8 


.4 


56.0 


15.1 


.4 


493.0 


133.1 


.4 


1300.4 


351.1 


.5 


61.1 


16.5 


.5 


505.6 


136.5 


.5 


1320.4 


356.5 


.6 


66.4 


17.9 


.6 


518.2 


139.9 


.6 


1340.4 


361.9 


.7 


71.8 


19.4 


.7 


531.0 


143.4 


.7 


1360.7 


367.4 


.8 


77.3 


20.9 


.8 


'544.0 


146.9 


.8 


1381.0 


372.9 


.9 


83.0 


22.4 


.9 


557.1 


150.4 


.9 


1401.6 


378.4 


2.0 


88.9 


24.0 


7.0 


57(f.4 


154.0 


12.0 


1422.2 


384.0 


.1 


94.9 


25.6 


.1 


583.8 


157.6 


.1 


1443.0 


389.6 


.2 


101.0 


27.3 


.2 


597.3 


161^3 


.2 


1464.0 


395.3 


.3 


107.3 


29.0 


.3 


611.0 


165.0 


.3 


1485.1 


401.0 


.4 


113.8 


30.7 


.4 


624.9 


168.7 


.4 


1506.4 


406.7 


.5 


120.4 


32.5 


.5 


638.9 


172.5 


.5 


1527.8 


412.5 


.6 


127.1 


34.3 


.6 


653.0 


176.3 


.6 


1549.3 


418.3 


.7 


134.0 


36.2 


.7 


667.3 


180.2 


.7 


1571.0 


424 2 


.8 


141.0 


38.1 


.8 


681.8 


181.1 


.8 


1592.9 


430.1 


.9 


148.2 


40.0 


.9 


696.4 


188.0 


.9 


1614.9 


436.0 


3.0 


155.6 


42.0 


8.0 


711.1 


192.0 


13.0 


1637.0 


442.0 


.1 


163.0 


44.0 


.1 


726.0 


196.0 


.1 


1659.3 


448.0 


.2 


170.7 


46.1 


.2 


741.0 


200.1 


.2 


1681.8 


454.1 


.3 


178.4 


48.2 


.3 


756.2 


204.2 


.3 


1704.4 


460.2 


.4 


186.4 


50.3 


.4 


771.6 


208.3 


.4 


1727.1 


466.3 


.5 


194.4 


52.5 


.5 


787.0 


212.5 


.5 


1750.0 


472.5 


.6 


202.7 


54.7 


.6 


802.7 


216.7 


.6 


1773.0 


478.7 


.7 


211.0 


57.0 


.7 


818.4 


221.0 


.7 


1796.2 


485.0 


.8 


219.6 


59.3 


.8 


834.4 


225.3 


.8 


1819.6 


491.3 


.9 


228.2 


61.6 


.9 


850.4 


229.6 


.9 


1843.0 


497.6 


4.0 


237.0 


64.0 


9.0 


866.7 


234.0 


14.0 


1866.7 


504.0 


.1 


246.0 


66.4 


.1 


883,0 


238.4 


.1 


1890.4 


510.4 


.2 


255.1 


68.9 


.2 


899.6 


242.9 


.2 


1914.4 


516.9 


.3 


264.4 


71.4 


.3 


916.2 


247.4 


.3 


1938.4 


623.4 


.4 


273.8 


73.9 


.4 


933.0 


251.9 


.4 


1962.7 


529.9 


.5 


283.3 


76.5 


.5 


950.0 


256.5 


.5 


1987.0 


536.5 


.6 


293.0 


79.1 


.6 


967.1 


261.1 


.6 


2011.6 


543.1 


.7 


302.9 


81.8 


.7 


984.4 


265.8 


.7 


2036.2 


549.8 


.8 


312.9 


84.5 


.8 


1001.8 


270.5 


.8 


2061.0 


556.5 


.9 


323.0 


87.2 


.9 


1019.3 


275.2 


.9 


2086.0 


563.2 


5.0 


333.3 


90.0 


10.0 


1037.0 


280.0 


15.0 


2111.1 


570.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



57 



TABLE III Side Slopes 2 

Crown 8 Feet 



Vvtieal 
Height 
in feet 


Cubie 
Ydi.Pw 
100 feet 


So. Ft 
inCroH 
Section 


Vertioal 
Hfffght 
in feet 


Cubie 
Yds. Per 
100 feet 


So. Ft. 
inCraas 
SeetioQ 


Vertieal 
Height 
in feet 


Cubie 
Yds. Ptor 
100 feet 


Sq.Ft 
inCroH 
Seotioo 


15.1 


2136.4 


576.8 


20.1 


3588.2 


968.8 


25.1 


5410.4 


1460.8 


.2 


2161.8 


583.7 


.2 


3621.0 


977.7 


.2 


5450.7 


1471.7 


.3 


2187.3 


590.6 


.3 


3654.0 


986.6 


.3 


5491.0 


1482.6 


.4 


2213.0 


597.5 


.4 


3687.1 


995.5 


.4 


5531.6 


1493.5 


.5 


2238.9 


604.5 


.5 


3720.4 


1004.5 


.5 


5572.2 


1504.5 


.6 


2264.9 


611.5 


.6 


3753.8 


1013.5 


.6 


5613.0 


1515.5 


.7 


2291.0 


618.6 


.7 


3787.3 


1022.6 


.7 


56.54.0 


1526.6 


.8 


2317.3 


625.7 


.8 


.3821.0 


1031.7 


.8 


5695.1 


1537.7 


.9 


2343.8 


632.8 


.9 


3854.9 


1040.8 


.9 


5736.4 


1548.8 


16.0 


2370.4 


640.0 


21.0 


3888.9 


1050.0 


26.0 


5777.8 


1560.0 


.1 


2397.1 


647.2 


.1 


3923.6 


1059.2 


.1 


5819.3 


1571.2 


.2 


2424.0 


654.5 


.2 


3957.3 


1068.5 


.2 


586K0 


1582.5 


.3 


2451.0 


661.8 


.3 


3991.8 


1077.8 


.3 


5902.9 


1593.8 


.4 


2478.2 


669.1 


.4 


4026.4 


1087.1 


.4 


5944.9 


1605.1 


.5 


2505.6 


676.5 


.5 


4061.1 


1096.5 


.5 


5987.0 


1616.5 


.6 


2533.0 


683.9 


.6 


4096.0 


1105.9 


.6 


6029.3 


1627.9 


.7 


2560.7 


691.4 


.7 


4131.0 


1115.4 


.7 


6071.8 


1639.4 


.8 


2588.4 


698.9 


.8 


4166.2 


1124.9 


.8 


6114.4 


1650.9 


.9 


2616.4 


706.4 


.9 


4201.6 


1134.4 


.9 


6157.1 


1662.4 


17.0 


2644.4 


714.0 


22.0 


4237.0 


1144.0 


27.0 


6200.0 


1674.0 


.1 


2672.7 


721.6 


.1 


4272.7 


1153.6 


.1 


6243.0 


1685.6 


.2 


2701.0 


729.3 


.2 


4308.4 


1163.3 


.2 


6286.2 


1697.3 


.3 


2729.6 


737.0 


.3 


4344.4 . 


1173.0 


.3 


6.329.6 


1709.0 


.4 


2758.2 


744.7 


.4 


4380.4 


1182.7 


.4 


6373.0 


1720.7 


.5 


2787.0 


752.5 


.5 


4416.7 


1192.5 


.5 


6416.7 


1732.5 


.6 


2816.0 


760.3 


.6 


4453.0 


1202.3 


.6 


6460.4 


1744.3 


.7 


2845.1 


768.2 


.7 


4489.6 


1212.2, 


.7 


6.'>04.4 


1756.2 


.8 


2874.4 


776.1 


.8 


4526.2- 


1222.1 


.8 


6548.4 


1768.1 


.9 


2903.8 


784.0 


.9 


4563.0 


1232.0 


.9 


6592.7 


1780.0 


18.0 


2933.3 


792.0 


23.0 


4600.0 


1242.0 


28.0 


6637.0 


1792.0 


.1 


2963.0 


800.0 


.1 


4637.1 


1252.0 


.1 


6681.6 


1804.0 


.2 


2992.9 


808.1 


.2 


4674.4 


1262.1 


.2 


6726.2 


1816.1 


.3 


3022.9 


816.2 


.3 


4711.8 


1272.2 


.3 


6771.0 


1828.2 


.4 


3053.0 


824.3 


.4 


4749.3 


1282.3 


.4 


6816.0 


1840.3 


.5 


3083.3 


832.5 


.5 


4787.0 


1292.5 


.5 


6861.1 


1852.5 


.6 


3113.8 


840.7 


.6 


4824.9 


1302.7 


.6 


6906.4 


1864.7 


.7 


3144.4 


849.0 


.7 


4862.9 


1313.0 


.7 


6951.8 


1877.0 


.8 


3175.1 


857.3 


.8 


4901.0 


1323.3 


.8 


6997.3 


1889.3 


.9 


3206.0 


865.6 


.9 


49.39.3 


1333.6 


.9 


7043.0 


1901.6 


19.0 


3237 :0 


874.0 


24.0 


4977.8 


1344.0 


29.0 


7088.9 


1914.0 


.1 


3268.2 


882.4 


.1 


5016.4 


1354.4 


.1 


7134.9 


1926.4 


.2 


3299.6 


890.9 


.2 


5055.1 


1364.9 


.2 


7181.0 


1938.9 


.3 


3331.0 


899.4 


.3 


5094.0 


1375.4 


.3 


7227 3 


1951.4 


.4 


3362.7 


907.9 


.4 


5133.0 


1385.9 


.4 


7273.8 


1963.9 


.5 


3394.4 


916.5 


.5 


5172.2 


1396.5 


.5 


7320.4 


1976.5 


.6 


3426.4 


925.1 


.6 


5211.6 


1407.1 


.6 


7367.1 


1989.1 


.7 


3458.4 


933.8 


.7 


5251.0 


1417.8 


.7 


7414.0 


2001.8 


.8 


3490.7 


942.5 


.8 


5290.7 


1428.5 


.8 


7461.0 


2014.5 


.9 


3523.0 


951.2 


.9 


5330.4 


1439.2 


.9 


7508.2 


2027.2 


20.0 


3555.6 


960.0 


25.0 


5370.4 


1450.0 


30.0 

% 


7555.6 


2040.0 



58 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE III Side Slopes 2 : 1 

Crown 9 Feet 



Verticftl 
Height 
infect 


Cubic 

Y<b.Per 

100 feet 


So. Ft. 
inCroai 
Section 


Vfrtical 
Height 
infect 


Cubic 
Y<b.Per 
100 feet 


Sq.Ft. 
inCroH 
Section 


Vertical 
Height 
infect 


Cubic 
Yd8.Ptt 
100 feet 


Sq.Ft 
inCroai . 
Section 


0.1 


3.41 


0.92 


5.1 


362.7 


97.9 


10.1 


1092.3 


294.9 


.2 


6.96 


1.88 


.2 


373.6 


100.9 


.2 


1110.7 


299.9 


.3 


10.7 


2.88 


.3 


384.7 


103.9 


.3 


1129.2 


304 9 


.4 


14.5 


3.92 


.4 


396 


106.9 


.4 


1147.9 


309.9 


. .5 


18.5 


5.00 


.5 


407.4 


110.0 


.5 


1166.7 


315.0 


.6 


22.7 


6.12 


.6 


419.0 


113.1 


.6 


1185.6 


320.1 


.7 


27.0 


7.3 


.7 


430.7 


116.3 


.7 


1204.7 


325.3 


.8 


31.4 


8.5 


.8 


442.5 


119.5 


.8 


1224.0 


330.5 


.9 


36.0 


9.7 


.9 


454.5 


122.7 


.9 


1243.4 


335.7 


1.0 


40.7 


11.0 


6.0 


466.7 


126.0 


11.0 


1263.0 


341.0 


.1 


45.6 


12.3 


.1 


479.0 


129.3 


.1 


1282.7 


346.3 


.2 


50.7 


13.7 


.2 


491.4 


132.7 


.2 


1302.5 


351.7 


.3 


55.9 


15.1 


.3 


504.0 


136.1 


.3 


1322.5 


357.1 


.4 


61.2 


16.5 


.4 


516.7 


139.5 


.4 


1342.7 


362.5 


.5 

1 


66.7 


18.0 


.5 


529.6 


143.0 


.5 


1363.0 


368.0 


.6 


72.3 


19.5 


.6 


542.7 


146.5 


.6 


1383.4 


373.5 


.7 


78.1 


21.1 


.7 


555.9 


150.1 


.7 


1404.0 


379.1 


.8 


84.0 


22.7 


.8 


569.2 


153.7 


.8 


1424.7 


384.7 


.9 


90.1 


24.3 


.9 


582.7 


157.3 


.9 


1445.6 


390.3 


2.0 


96.3 


26.0 


7.0 


596.3 


161.0 


12.0 


1466.7 


396.0 


.1 


102.7 


27.7 


.1 


610.1 


164.7 


.1 


1487.9 


401.7 


.2 


109.2 


29.5 


.2 


624.0 


168.5 


.2 


1509.2 


407.5 


.3 


115.9 


31.3 


.3 


638.1 


172.3 


.3 


1530.7 


413.3 


.4 


122.7 


33.1 


.4 


652.3 


176.1 


.4 


1552.3 


419.1 


.5 


129.6 


35.0 


.5 


666.7 


180.0 


.5 


1574.1 


425.0 


.6 


136.7 


36.9 


.6 


681.2 


183.9 


.6 


1. 596.0 


430.9 


.7 


144.0 


38.9 


• .7 


695.9 


187.9 


.7 


1618.1 


436.9 


.8 


151.4 


40.9 


.8 


710.7 


191.9 


.8 


1640.3 


442.9 


.9 


159.0 


42.9 


.9 


725.6 


195.9 


.9 


1662.7 


448.9 


3.0 


166.7 


45.0 


8.0 


740.7 


200.0 


13.0 


1685.2 


455.0 


.1 


174.5 


47.1 


.1 


756.0 


204.1 


.1 


1707.9 


461.1 


.2 


182.5 


49.3 


.2 


771.4 


208.3 


.2 


1730.7 


467.3 


.3 


190.7 


51.5 


.3 


787.0 


212.5 


.3 


1753.6 


473.5 


.4 


199.0 


53.7 


.4 


802.7 


216.7 


.4 


1776.7 


479.7 


.5 


207.4 


56.0 


.5 


818.5 


221.0 


.5 


1800.0 


486.0 


.6 


216.0 


58.3 


.6 


834.5 


225.3 


.6 


1823.4 


492.3 


.7 


224.7 


60.7 


.7 


850.7 


229.7 


.7 


1847.0 


498.7 


.8 


233.6 


63.1 


.8 


867.0 


234.1 


.8 


1870.7 


505.1 


.9 


242.7 


65.5 


.9 


883.4 


238.5 


.9 


1894.5 


511.5 


4.0 


251.9 


68.0 


9.0 


900.0 


243.0 


14.0 


1918.5 


518.0 


.1 


261.2 


70.5 


.1 


916.7 


247.5 


.1 


1942.7 


524.5 


.2 


270.7 


73.1 


.2 


933.6 


252.1 


.2 


1967.0 


531.1 


.3 


280.3 


75.7 


.3 


950.7 


256.7 


.3 


1991. 4 


537.7 


.4 


290.1 


78.3 


.4 


967.9 


261.3 


.4 


2016.0 


544.3 


.5 


300.0 


81.0 


.5 


985.2 


266.0 


.5 


2040.7 


551.0 


.6 


310.1 


83.7 


.6 


1002.7 


270.7 


.6 


2065.6 


557.7 


.7 


320.3 


86.5 


.7 


1020.3 


275.5 


.7 


2090.7 


564.5 


.8 


330.7 


89.3 


.8 


1038.1 


280.3 


.8 


2115.9 


571.3 


.9 


341.2 


92.1 


.9 


1056.0 


285.1 


.9 


2141.2 


578.1 


5.0 


351.9 


95.0 


10.0 


1074.1 


290.0 


15.0 


2166.7 


585.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



59 



TABLE III Side Slopes 2 : 1 

Crown 9 Feet 



V«rtioal 
Height 
in feet 


Cubie 
Ydi.Ptar 
100 feet 


8Q.Ft 
inCroei 
Beetioii 


Vertkftl 
Height 
inSet 


Cubic 
YHB.Per 
100 feet 


8q.Pt 
inCrOH 
Beetka 


Vertied 
Height 
laSet 


Cable 
Yde.Fte 
100 feet 


8q.Pt 
inCroM 
SectioD 


15.1 


2192.3 


591.9 


20.1 


3662.7 


988.9 


25.1 


5503.4 


1485.9 


.2 


2218.1 


598.9 


.2 


3695.9 


997.9 


.2 


5544.0 


1496.9 


.3 


2244.0 


605.9 


.3 


3729.2 


1006.9 


.3 


5584.7 


1507.9 


.4 


2270.1 


612.9 


.4 


3762.7 


1015.9 


.4 


5625.6 


1518.9 


.5 


2296.3 


620.0 


.5 


3796.3 


1025.0 


.5 


5666.7 


1530.0 


.6 


2322.7 


627.1 


.6 


3830.1 


1034.1 


.6 


5707.9 


1541.1 


.7 


2349.2 


634.3 


.7 


3864.0 


1043.3 


.7 


5749.2 


1552.3 


.8 


2375.9 


641.5 


.8 


3898.1 


1052.5 


.8 


5790.7 


1563.5 


.9 


2402.7 


648.7 


.9. 


3932.3 


1061.7 


.9 


5832.3 


1574.7 


16.0 


2429.6 


656.0 


21.0 


3966.7 


1071.0 


26.0 


5874.1 


1586.0 

• 


.1 


2456.7 


663.3 


.1 


4001.2 


1080.3 


.1 


5916.0 


1597.3 


.2 


2484.0 


670.7 


.2 


4035.9 


1089.7 


.2 


5958.1 


1608.7 


.3 


2511.4 


678.1 


.3 


4070.7 


1699.1 


.3 


6000.3 


1620.1 


.4 


2539.0 


685.5 


.4 


4105.6 


1108.5 


.4 


6042.7 


1631.5 


.5 


2566.7 


693.0 


.5 


4140.7 


1118.0 


.5 


6085.2 


1643.0 


.6 


2594.5 


700.5 


.6 


4176.0 


1127.5 


.6 


6127.9 


1654.5 


.7 


2622.5 


708.1 


.7 


4211.4 


1137.1 


.7 


6170.7 


1666.1 


.8 


2650.7 


715.7 


.8 


4247.0 


1146.7 


.8 


6213.6 


1677.7 


.9 


2679.0 


723.3 


.9 


4282.7 


1156.3 


.9 


6256.7 


1689.3 


17.0 


2707.4 


731.0 


22.0 


4318.5 


1166.0 


27.0 


6300.0 


1701.0 


.1 


2736.0 


738.7 


.1 


4354.5 


1175.7 


.1 


6343.4 


1712.7 


.2 


2764.7 


746.5 


.2 


4390.7 


1185.5 


.2 


6387.0 


1724.5 


.3 


2793.6 


754.3 


.3 


4427.0 


1195.3 


.3 


6430.7 


1736.3 


.4 


2822.7 


762.1 


.4 


4463.4 


1205.1 


.4 


6474.5 


1748.1 


.5 


2851.9 


770.0 


.5 


4500.0 


1215.0 


.5 


6518.5 


1760.0 


.6 


2881.2 


777.9 


.6 


4536.7 


1224.9 


.6 


6562.7 


1771.9 


.7 


2910.7 


785.9 


.7 


4573.6 


1234.9 


.7 


6607.0 


1783.9 


.8 


2940.3 


793.9 


.8 


4610.7 


1244.9 


.8 


6651.4 


1795.9 


.9 


2970.1 


801.9 


.9 


4647.9 


1254.9 


.9 


6696.0 


1807.9 


18.0 


3000.0 


810.0 


23.0 


4685.2 


1265.0 


28.0 


6740.7 


1820.0 


.1 


3030.1 


818.1 


.1 


4722.7 


1275.1 


.1 


6785.6 


1832.1 


.2 


3060.3 


826.3 


.2 


4760.3 


1285.3 


.2 


6830.7 


1844.3 


.3 


3090.7 


834.5 


.3 


4798.1 


1295.5 


.3 


6875.9 


1856.5 


.4 


3121.2 


842.7 


.4 


4836.0 


1305.7 


.4 


6921.2 


1868.7 


.5 


3151.9 


851.0 


.5 


4874.1 


1316.0 


.5 


6966.7 


1881.0 


.6 


3182 7 


859.3 


.6 


4912.3 


1326.3 


.6 


7012.3 


1893.3 


.7 


3213.6 


867.7 


.7 


4950.7 


1336.7 


.7 


7058.1 


1905.7 


.8 


3244.7 


876.1 


.8 


4989.2 


1347.1 


.8 


7104.0 


1918.1 


.9 


3276.0 


884.5 


.9 


5027.9 


1357.5 


.9 


7150.1 


1930.5 


19.0 


3307.4 


893.0 


24.0 


5066.7 


1368.0 


29.0 


7196.3 


1943.0 


.1 


3339.0 


901.5 


.1 


5105.6 


1378.5 


.1 


7242.7 


1955.5 


.2 


3370.7 


910.1 


.2 


5144.7 


1389.1 


.2 


7289.2 


1968.1 


.3 


3402.5 


918.7 


.3 


5184.0 


1399.7 


.3 


7335.9 


1980.7 


.4 


3434.5 


927.3 


.4 


5223.4 


1410.3 


.4 


7382.7 


1993.3 


.5 


3466.7 


936.0 


.5 


5263.0 


1421.0 


.5 


7429.6 


2006.0 


.6 


3499.0 


944.7 


.6 


5302.7 


1431.7 


.6 


7476.7 


2018.7 


.7 


3531.4 


953.5 


.7 


5342.5 


1442.5 


.7 


7524.0 


2031.5 


.8 


3564.0 


962.3 


.8 


5382.5 


1453.3 


.8 


7571.4 


2044.3 


.9 


3596.7 


971.1 


.9 


5422.7 


1464.1 


.9 


7619.0 


2057.1 


20.0 


3629.6 


980.0 


25.0 


5463.0 


1475.0 


30.0 


7666.7 


2070.0 



60 



CUBIC CONTENTS OF LEVP:E EMBANKMENTS 



TABLE III Side Slopes 2 : 1 

Crown 10 Feet 



Vertioftl 
Height 
in feet 


Cubic 
Ydi.Per 
100 feet 


Sq.Ft 
inCraaB 
Section 


Vertical 
Height 
in feet 


Cubic 
Ydi.PttP 
100 feet 


Sq.Ft 
inCroH 
Section 


Vertica] 
Height 
in feet 


Cubic 
Yde.PWP 
100 feet 


8q.Pt 

inCroH 

Section 


0.1 


3.78 


1.02 


5.1 


381.6 


103.0 


10.1 


1129.7 


305.0 


.2 


7.70 


* 2.08 


.2 


392.9 


106.1 


.2 


1148.4 


310.1 


.3 


11.8 


3.18 


.3 


404.4 


109.2 


.3 


1167.3 


315.2 


.4 


16.0 


4.32 


.4 


416.0 


112.3 


.4 


1186.4 


320.3 


.5 


20.4 


5.50 


.5 


427.8 


115.5 


.5 


1205.6 


325.5 


.6 


24.9 


6.7 


.6 


439.7 


118.7 


.6 


1224.9 


330.7 


.7 


29.6 


8.0 


.7 


451.8 


122.0 


.7 


1244.4 


336.0 


.8 


34.4 


9.3 


.8 


464.0 


125.3 


.8 


1264.0 


341.3 


.9 


39.3 


10.6 


.9 


476.4 


128.6 


.9 


1283.8 


346.6 


1.0 


44.4 


12.0 


6.0 


488.9 


132.0 


11.0 


1303.7 


352.0 


.1 


49.7 


13.4 


.1 


501.6 


135.4 


.1 


1323.8 


357.4 


.2 


55.1 


14.9 


.2 


514.4 


138.9 


.2 


1344.0 


362.9 


.3 


60.7 


16.4 


.3 


527.3 


142.4 


.3 


1364.4 


368.4 


.4 


66.4 


17.9 


.4 


540.4 


145.9 


.4 


1384.9 


373.9 


.5 


72.2 


19.5 


.5 


553.7 


149.5 


.5 


1405.6 


379.5 


.6 


78.2 


21.1 


.6 


567.1 


153.1 


.6 


1426.4 


385.1 


.7 


84.4 


22.8 


.7 


580.7 


156.8 


.7 


1447.3 


390.8 


.8 


90.7 


24.5 


.8 


594.4 


160.5 


.8 


1468.4 


396.5 


.9 


97.1 


26.2 


.9 


608.2 


164.2 


.9 


1489.7 


402.2 


2.0 


103.7 


28.0 


7.0 


622.2 


168.0 


12.0 


1511.1 


408.0 


.1 


110.4 


29.8 


.1 


636.4 


171.8 


.1 


1532.7 


413.8 


.2 


117.3 


31.7 


.2 


650.7 


175.7 


.2 


1554.4 


419.7 


.3 


124.4 


33.6 


.3 


665.1 


179.6 


.3 


1576.2 


425.6 


.4 


131.6 


35.5 


.4 


679.7 


183.5 


.4 


1598.2 


431.5 


.5 


138.9 


37.5 


.5 


694.4 


187.5 


.5 


1620.4 


437.5 


.6 


146.4 


39.5 


.6 


709.3 


• 191 5 


.6 


1642.7 


443.5 


.7 


154.0 


41.6 


.7 


724.4 


195.6 


.7 


1665.1 


449.6 


.8 


161.8 


43.7 


.8 


739.6 


199.7 


.8 


1687.7 


455.7 


.9 


169.7 


45.8 


.9 


754.9 


203.8 


.9 


1710.4 


461.8 


3.0' 


177.8 


48.0 


8.0 


770.4 


208.0 


13.0 


1733.3 


468.0 


.1 


186.0 


50.2 


.1 


786.0 


212.2 


.1 


1756.4 


474.2 


.2 


194.4 


52.5 


.2 


801.8 


216.5 


.2 


1779.6 


480.5 


.3 


202.9 


54.8 


.3 


817.7 


220.8 


.3 


1802.9 


486.8 


.4 


211.6 


57.1- 


.4 


833.8 


225.1 


.4 


1826.4 


493.1 


.5 


220.4 


59.5 


.5 


850.0 

• 


229.5 


.5 


1850.0 


499.5 


.6 


229.3 


61.9 


.6 


866.4 


233.9 


.6 


1873.8 


505.9 


.7 


238.4 


64.4 


.7 


882.9 


238.4 


.7 


1897.7 


512.4 


.8 


247.7 


66.9 


.8 


899.6 


242.9 


.8 


1921.8 


518.9 


.9 


257.1 


69.4 


.9 


916.4 ' 


247.4 


.9 


1946.0 


525.4 


4.0 


266.7 


72.0 


9.0 


933.3 


252.0 


14.0 


1970.4 


532.0 


.1 


276.4 


74.6 


.1 


950.4 


256.6 


.1 


1994.9 


538.6 


.2 


286.2 


77.3 


.2 


967.7 


261.3 


.2 


2019.6 


545.3 


.3 


296.2 


80.0 


.3 


985.1 


266.0 


.3 


2044.4 


552.0 


.4 


306.4 


82.7 


.4 


1002.7 


270.7 


.4 


2069.3 


558.7 


.5 


316.7 


85.5 


.5 


1020.4 


275.5 


.5 


2094.4 


565.5 


.6 


327.1 


88.3 


.6 


1038.2 


280.3 


.6 


2119.7 


572.3 


.7 


337.7 


91.2 


.7 


1056.2 


285.2 


.7 


2145.1 


579.2 


.8 


348.4 


94.1 


.8 


1074.4 


290.1 


.8 


2170.7 


586.1 


.9. 


359.3 


97.0 


.9 


1092.7 


295.0 


.9 


2196'4 


593.0 


5.0 


370.4 


100.0 


10.0 


1111.1 


300.0 


15.0 


2222.2 


600.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



61 



TABLE III Side Slopes 2 : 1 

Crown 10 Feet 



Vertical 
Height 
iifeet 


Cubic 
Tdi.Fte 
100 feet 


Sq.Ft 
inCroa 
Seelte 


Vertical 
Height 
in bet 


Cabic 
Yds. Per 
100 feet 


So. Ft 
inCroBi 
Seotion 


Vertical 
Height 
inSet 


Cubic 
Yds. Per 
100 feet 


Sq.Pt. 

inCroes 

Section 


15.1 


2248.2 


607.0 


20.1 


3737.1 


1009.0 


25.1 


5596.4 


1511.0 


.2 


2274.4 


614.1 


.2 


3770.7 


1018.1 


.2 


5637.3 


1522.1 


.3 


2300.7 


621.2 


.3 


3804.4 


1027.2 


.3 


5678.4 


1533.2 


.4 


2327.1 


628.3 


.4 


3838.2 


1036.3 


.4 


5719.7 


1544.3 


.5 


2353.7 


635.5 


.5 


3872.2 


1045.5 


.5 


5761.1 


1555.5 


.6 


2380.4 


642.7 


.6 


3906.4 


1054.7 


.6 


5802.7 


1566.7 


.7 


2407.3 


650.0 


.7 


3940.7 


1064.0 


.7 


5844.4 


1578.0 


.8 


2434.4 


657.3 


.8 


3975.1 


1073.3 


.8 


5886.2 


1589.3 


.9 


2461.6 


664.6 


.9 


4009.7 


1082.6 


.9 


5928.2 


1600.6 . 


16.0 


2488.9 


672.0 


21.0 


4044.4 


1092.0 


26.0 


5970.4 


1612.0 


.1 


2516.4 


679.4 


.1 


4079.3 


1101.4 


.1 


6012.7 


1623.4 


.2 


2544.0 


686.9 


.2 


4114.4 


1110.9 


.2 


6055.1 


1634.9 


.3 


2571.8 


694.4 


.3 


4149.6 


1120.4 


.3 


6097.7 


1646.4 


.4 


2599.7 


701.9 


.4 


4184.9 


1129.9 


.4 


6140.4 


1657.9 


.5 


2627.8 


709.5 


.5 


4220.4 


1139.5 


.5 


6183.3 


1669.5 


.6 


2656.0 


717.1 


.6 


4256.0 


1149.1 


.6 


6226.4 


1681.1 


.7 


2684.4 


724.8 


.7 


4291.8 


1158.8 


.7 


6269.6 


1692.8 


.8 


2712.9 


732.5 


.8 


4327.7 


1168.5 


.8 


6312.9 


1704.5 


.9 


2741.6 


740.2 


.9 


4363.8 


1178.2 


.9 


6356.4 


1716.2 


17.0 


2770.4 


748.0 


22.0 


4400.0 


1188.0 


27.0 


6400.0 


1728.0 


I 


2799.3 


755.8 


.1 


4436.4 


1197.8 


.1 


6443.8 


1739.8 


.2 


2828.4 


763.7 


.2 


4472.9 


1207.7 


.2 


6487.7 


1751.7 


.3 


2857.7 


771.6 


.3 


4509.6 


1217.6"^ 


.3 


6531.8 


1763.6 


.4 


2887.1 


779.5 


.4 


4546.4 


1227.5 


.4 


6576.0 


1775.5 


.5 


2916.7 


787.5 


.5 


4583.3 


1237.5 


.5 


6620.4 


1787.5 


6 


2946.4 


795.5 


.6 


4620.4 


1247.5 


.6 


6664.9 


1799.5 


.7 


2976.2 


803.6 


.7 


4657.7 


1257.6 


.7 


6709.6 


1811.6 


.8 


3006.2 


811.7 


.8 


4695.1 


1267.7 


.8 


6754.4 


1823.7 


.9 


3036.4 


819.8 


.9 


4732.7 


1277.8 


.9 


6799.3 


1835.8 


18.0 


3066.7 


828.0 


23.0 


4770.4 


1288.0 


28.0 


6844.4 


1848.0 


.1 


3097.1 


836.2 


.1 


4808.2 


1298.2 


.1 


6889.7 


1860.2 


.2 


3127.7 


844.5 


.2 


4846.2 


1308.5 


.2 


6935.1 


1872.5 


.3 


3158.4 


852.8 


.3 


4884.4 


1318.8 


.3 


6980.7 


1884.8 


.4 


3189.3 


861.1 


.4 


4922.7 


1329.1 


.4 


7026.4 


1897.1 


.5 


3220.4 


869.5 


.5 


4961 . 1 


1339.5 


.5 


7072.2 


1909.5 


.6 


3251.6 


877.9 


.6 


4999.7 


1349.9 


.6 


7118.2 


1921.9 


.7 


3282.9 


886.4 


.7 


5038.4 


1360.4 


.7 


7164.4 


1934.4 


.8 


3314.4 


894.9 


.8 


5077.3 


1370 9 


.8 


7210.7 


1946.9 


.9 


3346.0 


903.4 


.9 


5116.4 


1381.4 


.9 


7257.1 


1959.4 


19.0 


3377.8 


912.0 


24.0 


5155.6 


1392.0 


29.0 


7303.7 


1972.0 


.1 


3409.7 


920.6 


.1 


# 

5194.9 


1402.6 


.1 


7350.4 


1984.6 


.2 


3441.8 


929 3 


.2 


5234.4 


1413.3 


.2 


7397.3 


1997.3 


.3 


3474.0 


938.0 


.3 


5274.0 


1424.0 


.3 


7444.4 


2010.0 


.4 


3506.4 


946.7 


.4 


5313.8 


1434.7 


.4 


7491.6 


2022.7 


.5 


3538.9 


955.5 


.5 


53.53.7 


1445.5 


.5 


7538 . 9 

4 


2035.5 


.6 


3571.6 


964.3 


.6 


5393 8 


1456.3 


.6 


7586.4 


2048.3 


.7 


3604.4 


973.2 


.7 


5434.0 


1467.2 


.7 


7634.0 


2061.2 


.8 


3637.3 


982.1 


.8 


5474.4 


1478.1 


.8 


7681.8 


2074.1 


.9 


3670.4 


991.0 


.9 


5514.9 


1489.0 


.9 


7729.7 


2087.0 


20.T> 


3703.7 


1000.0 


25.0 


5555.6 


1500.0 


30.0 


7777.8 


2100.0 



62 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE IV Side Slopes 3 : 1 

Crown 1 Foot 



Vertieal 


Cubic 
Y6B.¥et 


8q.rt 
inCroH 


Vertical 
Height 


Cubic 
Yds.Fte 


So. Ft 
inCroM 


Vertical 
Height 


Cubic 
Yds. Per 


So. Ft 
inCroM 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


in feet 


100 feet 


SeeUon 


0.1 


0.481 


0.130 


5.1 


307.9 


83.1 


10.1 


1170.9 


316.1 


•2 


1.185 


0.320 


.2 


319.7 


86.3 


.2 


1193.8 


322.3 


^ .3 


2.11 


0.570 


.3 


331.7 


89.6 


.3 


1216.9 


328.6 


.4 


3.26 


0.88 


.4 


' 344.0 


92.9 


.4 


1240.3 


334.9 


.5 


4.63 


1.25 


.5 


356.5 


96.3 


.5 


1263.9 


341.3 


.6 


6.22 


1.68 


.6 


369.2 


99.7 


.6 


1287.7 


347.7 


.7 


8.0 


2.17 


.7 


382.1 


103.2 


.7 


1311.7 


354.2 


.8 


10.1 


2.72 


.8 


395.3 


106.7 


.8 


1336.0 


360.7 


.9 


12.3 


3.33 


.9 


408.6 


110.3 


.9 


1360.5 


367.3 


1.0 


14.8 


4.00 


6.0 


422.2 


114.0 


11.0 


1385.2 


374.0 


.1 


17.5 


4.73 ' 


.1 


436.0 


117.7 


.1 


1410.1 


380.7 


.2 


20.4 


5.52 


.2 


450.1 


121.5 


.2 


1435.3 


387.5 


.3 


23.6 


6.4 


.3 


464.3 


125.4 


.3 


1460.6 


394.4 


.4 


27.0 


7.3 


.4 


478.8 


129.3 


.4 


1486.2 


401.3 


.5 


30.6 


8.3 


.5 


493.5 


133.3 


.5 


1512.0 


408.3 


.6 


34.4 


9.3 


.6 


508.4 


137.3 


.6 


1538.1 


415.3 


.7 


38.4 


10.4 


.7 


523.6 


141.4 


.7 


1564.3 


422.4 


.8 


42.7 


11.5 


.8 


539.0 


145.5 


.8 


1590.8 


429.5 


.9 


47.1 


12.7 


.9 


554.6 


149.7 


.9 


1617.5 


436.7 


2.0 


51.9 


14.0 


7.0 


570.4 


154.0 


12.0 


1644.4 


444,0 


.1 


• 

56.8 


15.3 


.1 


586.4 


158.3 


.1 


1671.6 


451.3 


.2 


61.9 


16.7 


"- .2 


602.7 


162.7 


.2 


1699.0 


458.7 


.3 


67.3 


18.2 


.3 


619.1 


167.2 


.3. 


1726.6 


466.2 


.4 


72.9 


19.7 


.4 


635.9 


171.7 


.4 


1754.4 


473.7 


.5 


78.7 


21.3 


.5 


652.8 


176.3 


.5 


1782.4 


481.3 


.6 


84.7 


22.9 


.6 


669.9 


. 180.9 


.6 


1810.7 


488.9 


.7 


91.0 


24.6 


.7 


•687.3 


185.6 


.7 


1839.1 


496.6 


8 


97.5 


26.3 


.8 


704.9 


190.3 


.8 


1867.9 


504.3 


.9 


104.2 


28.1 


.9 


722.7 


195.1 


.9 


1896.8 


512.1 


3.0 


111.1 


30.0 


8.0 


740.7 


200.0 


13.0 


1925.9 


520.0 


.1 


118.3 


31.9 


.1 


759.0 


204.9 


.1 


1955.3 


527.9 


.2 


125.6 


33.9 


.2 


777.5 


209.9 


.2 


1984.9 


535.9 


.3 


133.2 


36.0 


.3 


796.2 


215.0 


.3 


•2014.7 


544.0 


.4 


141.0 


38.1 


.4 


815.1 


220.1 


.4 


2044.7 


552.1 


.5 


149.1 


40.3 


.5 


834.3 


225.3 


.5 


2075.0 


560.3 


.6 


157.3 


42.5 


.6 


853.6 


230.5 


.6 


2105.5 


568.5 


.7 


165.8 


44.8 


.7 


873.2 


235.8 


.7 


2136.2 


576.8 


.8 


174.5 


47.1 


.8 


893.0 


241.1 


.8 


2167.1 


585.1 


.9 


183.4 


49.5 


.9 


913.1 


246.5 


.9 


2198.3 


593.5 


4.0 


192.6 


52.0 


9.0 


933.3 


252.0 


14.0 


2229.6 


602.0 


.1 


202.0 


54.5 


.1 


953.8 


257.5 


.1 


2261.2 


610.5 


.2 


211.6 


57.1 


.2 


974.5 


263.1 


.2 


2293.0 


619.1 


.3 


221.4 


59.8 


.3 


995.4 


268.8 


.3 


2325.1 


627.8 


.4 


Z31.4 


62.5 


.4 


1016. 6 


274.5 


.4 


2357.3 


636.5 


.5 


241.7 


65.3 


.5 


1038.0 


280.3 


.5 


2389.8 


645.3 


.6 


252.1 


68.1 


.6 


1059.6 


286.1 


.6 


2422.5 


654.1 


.7 


262.9 


71.0 


.7 


1081.4 


292.0 


.7 


2455.4 


663.0 


.8 


273.8 


73.9 


.8 


1103.4 


297.9 


.8 


2488.6 


671.9 


.9 


284.9 


76.9 


.9 


1125.7 


303.9 


.9 


2522.0 


660.9 


5.0 


296.3 


80.0 


10.0 


1148.1 


310.0 


15.0 


2555.6 


690.0 



CUBIC CONTENTS OF LEVliE EMBANKMENTS 



63 



TABLE IV Side Slopes 3 

Crown 1 Foot 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


.Sa,Ft 
m Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft 
in Cross 
Section 


Vertical 
Heisbt 
in feet 


Cubie 
Yds. Per 
100 feet 


Sq. Pt 
in Cross 
Section 


15.1 


2589.4 


699.1 


20.1 


4563.4 


1232.1 


25.1 


7093.1 


1915.1 


.2 


2623.4 


708.3 


.2 


4608.6 


1244.3 


.2 


7149.3 


1930.3 


.3 


2657.7 


717.6 


.3 


4654.0 


1256.6 


.3 


7205.8 


1945.6 


.4 


2692.1 


726.9 


.4 


4699.6 


1268.9 


.4 


7262.5 


1960.9 


.5 


2726.9 


736.3 


.5 


4745.4 


1281.3 


.5 


7319.4 


1976.3 


.6 


2761.8 


745.7 


,6 


4791.4 


1293.7 


.6 


7376.6 


1991.7 


.7 


2796.9 


755.2 


. .7 


4837.7 


1306.2 


.7 


7434.0 


2007.2 


.8 


2832.3 


764.7 


.8 


4884.1 


1318.7 


.8 


7491.6 


2022.7 


.9 


2867.9 


774.3 


.9 


4930.9 


1331.3 


.9 


7549.4 


2038.3 


16.0 


2903.7 


784.0 


21.0 


4977.8 


1344.0 


26.0 


7607.4 


2054.0 


.1 


2939.7 


793.7 


.1 


5024.9 


1356.7 


.1 


7665.7 


2069.7 


.2 


2976.0 


803.5 


.2 


5072.3 


1369.5 


.2 


7724.1 


2085.5 


.3 


3012.5 


813.4 


.3 


5119.9 


1382.4 


.3 


7782.9 


2101.4 


.4 


3049.2 


823.3 


.4 


5167.7 


1395.3 


.4 


7841.8 


2117.3 


.5 


3086.1 


833.3 


.5 


5215.7 


1408.3 


.5 


7900.9 


2133.3 


.6 


3123.3 


843.3 


.6 


5264.0 


1421.3 


.6 


7960.3 


2149.3 


.7 


3160.6 


853.4 


.7 


5312.5 


1434.4 


.7 


8019.9 


2165.4 


.8 


3198.2 


863.5 


.8 


5361.2 


1447.5 


.8 


8079.7 


2181.5 


.9 


3236.0 


873.7 


.9 


5410.1 


1460.7 


.9 


8139.7 


2197.7 


17.0 


3274.1 

* 


884.0 


22.0 


5459.3 


1474.0 


27.0 


8200.0 * 


2214.0 


.1 


3312.3 


894.3 


.1 


5508.6 


1487.3 


.1 


8260.5 


2230.3 


.2 


3350.8 


904.7 


.2 


5558.2 


1500.7 


.2 


8321.2 


2246.7 


.3 


3389.5 


915.2 


.3 


5608.0 


1514.2 


.3 


8382.1 


2263.2 


.4 


3428.4 


925.7 


.4 


5658.1 


1527.7 


.4 


8443.3 


2279.7 


.5 


3467.6 


936.3 


.5 


5708.3 


1541.3 


.5 


8504.6 


2296.3 


.6 


3507.0 


946.9 


.6 


5758.8 


1554.9 


.6 


85«6.2 


2312.9 


.7 


3546.6 


957.6 


.7 


5809.5 


1568.6 


.7 


8628.0 


2329.6 


.8 


3586.4 


968.3 


.8 


5860.4 


1582.3 


.8 


8690.1 


2346.3 


.9 


3626.4 


979.1 


.9 


5911.6 


1596.1 


.9 


8752.3 


2363.1 


18.0 


3666.7 


990.0 


23.0 


5963.0 


1610.0 


28.0 


8814.8 


2380.0 


.1 


3707.1 


1000.9 


.1 


6014.6 


1623.9 


.1 


8877.5 


2396.9 


.2 


3747.9 


1011.9 


.2 


6066.4 


1637.9 


.2 


8940.4 


2413.9 


.3 


3788.8 


1023.0 


.3 


6118.4 


1652.0 


.3 


9003.6 


2431.0 


.4 


3829.9 


1034.1 


.4 


6170.7 


1666.1 


.4 


9067.0 


2448.1 


.5 


3871.3 


1045.3 


.5 


622:^.1 


1680.3 


.5 


9130.6 


2465.3 


.6 


3912.9 


1056.5 


.6 


6275.9 


1694.5 


.6 


9194.4 


2482.5 


.7 


3954.7 


1067.8 


.7 


6328.8 


1708.8 


.7 


9258.4 


2499.8 


.8 


3996.7 


1079.1 


.8 


6381.9 


1723.1 


.8 


9322.7 


2517.1 


.9 


4039.0 


1090.5 


.9 


6435.3 


1737.5 


.9 


9387.1 


2534.5 


19.0 


4081.5 


1102.0 


24.0 


6488.9 


1752.0 


29.0 


9451.9 


2552.0 


.1 


4124.2 


1113.5 


.1 


6542.7 


1766.5 


.1 


9516.8 


2569.5 


.2 


4167.1 


1125.1 


.2 


6596.7 


1781 . 1 


.2 


9581.9 


2587.1 


.3 


4210.3 


1136.8 


.3 


66;>l.O 


1795.8 


.3 


9647.3 


2604.8 


.4 


4253.6 


1148.5 


.4 


6705.5 


1810.5 


.4 


9712.9 


2622.5 


.5 


4297.2 


1160.3 


.5 


6760.2 


1825.3 


.5 


9778.7 


2640.3 


.6 


4341.0 


1172.1 


.6 


6815.1 


1840.1 


.6 


9844.7 


2658.1 


.7 


4385.1 


1184.0 


.7 


6870.3 


1855.0 


.7 


9911.0 


2676.0 


.8 


4429.3 


1195.9 


.8 


6925.6 


1869.9 


.8 


9977.5 


2693.9 


.9 


4473.8 


1207.9 


.9 


6981.2 


1884.9 


.9 


10044.2 


2711.9 


20.0 


4518.5 


1220.0 


25.0 


7037.0 


1900.0 


30.0 


10111.1 


2730.0 



64 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE IV > Side Slopes 3 : 1 
Crown 2 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


SqFt. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


8 
in 
S 


0.1 


0.85 


0.230 


5.1 


326.8 


88.2 


10.1 


1208.3 




.2 


1.93 


0.520 


.2 


339.0 


91.5 


.2 


1231.6 




.3 


3.22 


0.87 


.3 


351.4 


94.9 


.3 


1255.1 




.4 


4.74 


1.28 


.4 


364.0 


98.3 


.4 


1278.8 




.5 


6.48 


1.75 


.5 


376.9 


101.8 


.5 


1302.8 




.6 


8.4 


2.28 


.6 


389.9 


105.3 


.6 


1327.0 




.7 


10.6 


2.87 


.7 


403.2 


108.9 


.7 


1351.4 




.8 


13.0 


3.52 


.8 


416.7 


112.5 


.8 


1376.0 




.9 


15.7 


4.23 


.9 


430.5 


116.2 


.9 


1400.9 




i.O 


18.5 


5.00 


6.0 


444.4 


120.0 


11.0 


1425.9 




.1 


21.6 


5.83 


.1 


458.6 


123.8 


.1 


1451.2 




.2 


24.9 


6.7 


.2 


473.0 


127.7 


2 

• 


1476.7 




.3 


28.4 


7.7 


.3 


487.7 


131.7 


.3 


1502.5 




.4 


32.1 


8.7 


.4 


502.5 


135.7 


.4 


1528.4 




.5 


36.1 


9.8 


.5 


517.6 


139.8 


.5 


1554.6 




.6 


40.3 


10.9 


.6 


532.9 


143.9 


.6 


1581.0 




.7 


44.7 


12.1 


.7 


548 4 


148.1 


.7 


1607.7 




.8 


49.3 


13.3 


.8 


564.1 


152.3 


.8 


1634.5 




.9 


54.2 


14.6 


.9 


580.1 


156.6 


.9 


1661.6 




2.0 


5d.3 


16.0 


7.0 


596.3 


161.0 


12.0 


1688.9 




.1 


64.6 


17.4 


.1 


612.7 


165.4 


.1 


1716.4 




.2 


70.1 


18.9 


.2 


629.3 


169.9 


.2 


1744 1 




.3 


75.8 


20.5 


.3 


646.2 


174.5 


.3 


1772.1 




.4 


81.8 


22.1 


.4 


663.3 


179.1 


.4 


1800.3 




.5 


88.0 


23.8 


.5 


680.6 


183.8 


.5 


1828.7 




.6 


94.4 


25.5 


.6 


698.1 


188.5 


.6 


1857.3 




.7 


101.0 


27.3 


.7 


715.8 


193.3 


.7 


1886.2 




.8 


107.9 


29.1 


.8 


733.8 


198.1 


.8 


1915.3 




.9 


114.9 


31.0 


y .9 


752.0 


203.0 


.9 


1944.6 




3.0 


122.2 


33.0 


8.0 


770.4 


208.0 


13.0 


1974.1 




.1 


129.7 


35.0 


.1 


789.0 


213.0 


.1 


2003.8 




.2 


137.5 


37.1 


.2 


807.9 


218.1 


.2 


2033 . 8 




.3 


145.4 


39.3 


.3 


826.9 


223.3 


.3 


2064.0 




.4 


153.6 


41.5 


.4 


846.2 


228.5 


.4 


2094.4 




.5 


162.0 


43.8 


.5 


865.7 


233.8 


.5 


2125.0 




.6 


170.7 


46.1 


.6 


885.5 


239.1 


.6 


2155.9 




.7 


179.5 


48.5 


7 


905.4 


244.5 


.7 


2186.9 




.8 


188.6 


50.9 


.8 


925.6 


249.9 


.8 


2218.2 




.9 


197.9 


53.4 


.9 


946.0 


255.4 


.9 


2249.7 




4.0 


207.4 


56.0 


9.0 


966.7 


261.0 


14.0 


2281.5 




.1 


217.1 


58.6 


.1 


987.5 


266.6 


.1 


2313.4 




.2 


227.1 


61.3 


.2 


1008.6 


272.3 


.2 


2345 . 6 




.3 


237.3 


64.1 


.3 


1029.9 


278.1 


.3 


2378.0 




.4 


247.7 


66.9 


.4 


1051.4 


283.9 


.4 


2410.7 




.5 


258.3 


69.8 


.5 


1073.1 


289.8 


.5 
.6 


2443.5 




.6 


269.2 


72.7 


.6 


1095.1 


295.7 


2476 . 6 




.7 


280.3 


75.7 


.7 


1117.3 


301.7 


.7 


2r>09 . 9 




.8 


291.6 


78.7 


.8 


1139.7 


307 7 


.8 


2543.4 




.9 


303.1 


81.8 


.9 


1162.3 


313.8 


.9 


2577.1 




5.0 


314.8 


85 


10 


1185.2 


320.0 


15 


2611.1 





CUBIC CONTENTS OF LEVEE EMBANKMENTS 



65 



TABLE IV Side Slopes 3 : 1 

Crown 2 Feet 



Vertietl 
Height 
in feet 


Oubic 

Yds. Per 

100 feet 


So. Ft 
inCroH 
Section 


Vertical 
Height 
in feet 


Cubic 
Yd8.P^ 
100 feet 


So. Ft. 
inCroH 
Section 


Vertical 
Height 
in feet 


Cubic 
Y<b.Per 
100 feet 


So. Ft. 
inCroBB 
Section 


15.1 


2645.3 


714.2 


20.1 


4637.9 


1252.2 


25.1 


7186.0 


1940.2 


.2 


2679.7 


723.5 


.2 


4683.4 


1264.5 


.2 


7242.7 


1955.5 


.3 


2714.3 


732.9 


.3 


4729.1 


1276.9 


.3 


7299.5 


1970.9 


.4 


2749.2 


742.3 


.4 


4775.1 


1289.3 


.4 


7356.6 


1986.3 


.5 


2784.3 


751.8 


.5 


4821.3 


1301.8 


.5 


7413.9 


2001.8 


.6 


2819.6 


761.3 


.6 


4867.7 


1314.3 


.6 


7471.4 


2017.3 


.7 


2855.1 


770.9 


.7 


4914.3 


1326.9 


.7 


7529.1 


2032.9 


.8 


2890.8 


780.5 


.8 


4961.2 


1339.5 


.8 


7587.1 


2048.5 


.9 


2926.8 


790.2 


.9 


5008.3 


1352.2 


.9 


7645.3 


2064.2 


16.0 


2963.0 


800.0 


21.0 


5055.6 


1365.0 


26.0 


7703.7 


2080.0 


.1 


2999.4 


809.8 


.1 


5103.1 


1377.8 


.1 


7762.3 


2095.8 


.2 


3036.0 


819.7 


.2 


5150.8 


1390.7 


.2 


7821.2 


2111.7 


.3 


3072.9 


829.7 


.3 


5198.8 


1403.7 


.3 


7880.3 


2127.7 


.4 


3109.9 


839.7 


.4 


5247.0 


1416.7 


.4 


7939.6 


2143.7 


.5 


3147.2 


849.8 


.5 


5295.4 


1429.8 


.5 


7999.1 


2159.8 


.6 


3184.7 


859.9 


.6 


5344.0 


1442.9 


.6 


8058.8 


2175.9 


.7 


3222.5 


870.1 


.7 


5392.9 


1456.1 


.7 


8118.8 


2192.1 


.8 


3260.4 


880.3 


.8 


5441.9 


1469.3 


.8 


8179.0 


2208.3 


.9 


3298.6 


890.6 


.9 


5491.2 


1482.6 


.9 


8239.4 


2224.6 


17.0 


3337.0 


901.0 


22.0 


5540.7 


1496.0 


27.0 


8300.0 


2241.0 


.1 


3375.7 


911.4 


.1 


5590.5 


1509.4 


.•1 


8360.9 


2257.4 


.2 


3414.5 


921.9 


.2 


5640.4' 


1522.9 


.2 


8421.9 


2273.9 


.3 


3453.6 


932. & 


.3 


5690.6 


1536.5 


.3 


8483.2 


2290.5 


.4 


3492.9 


943.1 


.4 


5741.0 


1550.1 


.4 


8544.7 


2307.1 


.5 


3532.4 


953.8 


.5 


5791.7 


1563.8 


.5 


8606.5 


2323.8 


.6 


3572.1 


964.5 


.6 


5842.5 


1577.5 


.6 


8668.4 


2340.5 


.7 


3612.1 


975.3 


.7 


5893.6 


1591.3 


.7 


8730.6 


2357.3 


.8 


3652.3 


986.1 


.8 


5944.9 


1605.1 


.8 


8793.0 


2374.1 


.9 


3692.7 


997.0 


.9 


5996.4 


1619.0 


.9 


8855.7 


2391.0 


18.0 


3733.3 


1008.0 


23.0 


6048.1 


1633.0 


28.0 


8918.5 


2408.0 


.1 


3774.2 


1019.0 


.1 


6100.1 


1647.0 


.1 


8981.6 


2425.0 


.2 


3815.3 


1030.1 


.2 


6152.3 


1661 . 1 


.2 


9044.9 


2442.1 


.3 


3856.6 


1041.3 


.3 


6204.7 


1675.3 


.3 


9108.4 


2459.3 


.4 


3898.1 


1052.5 


.4 


6257.3 


1689.5 


.4 


9172.1 


2476.5 


.5 


3939.8 


1063.8 


.5 


6310.2 


1703.8 


.5 


9236.1 


2493.8 


.6 


3981.8 


1075.1 


.6 


6363.3 


1718.1 


.6 


9300.3 


2511.1 


.7 


4024.0 


1086.5 


.7 


6416.6 


1732.5 


.7 


9364.7 


2528.5 


.8 


4066.4 


1097.9 


.8 


6470.1 


1746.9 


.8 


9429.3 


2545.9 


.9 


4109.0 


1109.4 


.9 


6523.8 


1761.4 


.9 


9494.2 


2563.4 


19.0 


4151.9 


1121.0 


24.0 


6577.8 


1776.0 


29.0 


9559.3 


2581.0 


.1 


4194.9 


1132.6 


.1 


6632.0 


1790.6 


.1 


9624.6 


2598.6 


.2 


'4238.2 


1144.3 


.2 


6686.4 


1805.3 


.2 


9690.1 


2616.3 


.3 


4281.7 


1156.1 


.3 


6741.0 


1820.1 


.3 


9755.8 


2634.1 


.4 


4325.5 


1167.9 


.4 


6795.9 


1834.9 


.4 


9821.8 


2651.9 


.5 


4369.4 


1179.8 


.5 


6850.9 


1849.8 


.5 


9888.0 


2669.8 


.6 


4413.6 


1191.7 


.6 


6906.2 


1864.7 


.6 


9954.4 


2687.7 


.7 


4458.0 


1203.7 


.7 


6961.7 


1879.7 


.7 


10021.0 


2705.7 


.8 


4502.7 


1215.7 


.8 


7017.5 


1894.7 


.8 


10087.9 


2723.7 


.9 


4547.5 


1227.8 


.9 


7073.4 


1909.8 


.9 


10154.9 


2741.8 


20.0 


4592.6 


1240.0 


25.0 


7129.6 


1925.0 


30.0 


10222.2 


2760.0 



66 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE IV Side Slopes 3 : 1 

Crown 3 Feet 



VfTticaJ 
Height 
in feet 


Cubic 

Yds.Ptr 

100 feet 


Sq.Ft 
inCroM 
Section 


Vertical 
Height 
infect 


Cubic 
YHs-IVr 
100 feet 


Sq.Ft. 
inCroBB 
Section 


Vertical 
Heigfat 
infect 


Cubic 
Yds-Pfer • 
100 feet 


Sq.Ft 
inCroae 
Section 


0.1 


1.22 


0.330 


5.1 


345.7 


93.3 


1 
10.1 


• 1245.7 


336.3 


.2 


2.67 


0.720 


.2 


358.2 


96.7 


.2 


1269.3 


342 7 


.3 


4.33 


1.17 


.3 


371.0 


100.2 


.3 


1293.2 


349 2 


.4 


6.22 


1.68 


.4 


384.0 


103.7 


.4 


1317.3 


355 7 


.5 


8.3 


2.25 


.5 


397.2 


107.3 


.5 


1341.7 


362 3 


.6 


10.7 


2.88 


.6 


410.7 


110.9 


.6 


1366.2 


368 9 


.7 


13.2 


3.57 


.7 


424.3 


114.6 


.7 


1391.0 


375.6 


.8 


16.0 


4.32 


.8 


438.2 


118.3 


.8 


1416.0 


382.3 


.9 


19.0 


5.13 


.9 


452.3 


122.1 


.9 


1441.2 


389.1 


1.0 


22.2 


6.0 


6.0 


466.7 


126.0 


11.0 


1466.7 


396.0 


.1 


25.7 


6.9 


.1 


481.2 


129.9 


.1 


1492.3 


402.9 


.2 


29.3 


7.9 


.2 


496.0 


133.9 


.2 


1518.2 


409.9 


.3 


33.2 


9.0 


.3 


511.0 


138.0 


.3 


1544.3 


417.0 


.4 


37.3 


10.1 


.4 


526.2 


142.1 


.4 


1570.7 


424.1 


.5 


41.7 


11.3 


.5 


541.7 


146.3 


.5 


1597.2 


431.3 


.6 


46.2 


12.5 


.6 


557.3 


150.5 


.6 


1624.0 


438.5 


.7' 


51.0 


13.8 


.7 


573.2 


154.8 


.7 


1651.0 


4^45.8 


.8 


56.0 


15.1 


.8 


589.3 


159.1 


.8 


1678.2 


453.1 


.9 


61.2 


16.5 


.9 


605.7 


163.5 


.9 


1705.7 


460.5 


2.0 


66.7 


18.0 


7.0 


622.2 


168.0 


- 12.0 


1733.3 


468.0 


.1 


72.3 


19.5 


.1 


639.0 


172.5 


.1 


1761.2 


475.5 


.2 


78.2 


21.1 


.2 


656.0 


177.1 


.2 


1789.3 


483.1 


.3 


84.3 


22.8 


.3 


673.2 


181.8 


.3 


1817.7 


490.8 


.4 


90.7 


24.5 


.4 


690.7 


186.5 


.4 


1846.2 


498.5 


.5 


97.2 


26.3 


.5 


708.3 


191.3 


.5 


1875.0 


506.3 


.6 


104.0 


28.1 


.6 


726.2 


196.1 


.6 


1904.0 


514.1 


.7 


111.0 


30.0 


.7 


744.3 


201.0 


.7 


1933.2 


522.0 


.8 


118.2 


31.9 


.8 


762.7 


205.9 


.8 


1962.7 


529 9 


.9 


125.7 


33.9 


.9 


781.2 


210.9 


.9 


1992.3 


537.9 


3.0 


133.3 


36.0 


8.0 


800.0 


216.0 


13.0 


2022.2 


546.0 


.1 


141.2 


38.1 


.1 


819.0 


221.1 


.1 


2052.3 


554.1 


.2 


149.3 


40.3 


.2 


838.2 


226.3 


.2 


2082.7 


562.3 


.3 


157.7 


42.6 


.3 


857.7 


231.6 


.3 


2113.2 


570.6 


.4 


166.2 


44.9 


.4 


877.3 


236.9 


.4 


2144.0 


578.9 


.5 


175.0 


47.3 


.5 


897.2 


242.3 


.5 


2175.0 


587.3 


.6 


184.0 


49.7 


.6 


917.3 


247.7 


.6 


2206.2 


595.7 


.7 


193.2 


52.2 


.7 


937.7 


253.2 


.7 


2237.7 


604.2 


.8 


202.7 


54.7 


.8 


958.2 


258.7 


.8 


2269.3 


612.7 


.9 


212.3 


57.3 


.9 


979.0 


264.3 


.9 


2301 2 


621.3 


4.0 


222.2 


60.0 


9.0 


1000.0 


270.0 


14.0 


2333 3 


630.0 


.1 


232.3 


62.7 


.1 


1021.2 


275.7 


.1 


2365.7 


638.7 


.2 


242.7 


65.5 


.2 


1042.7 


281.5 


.2 


2398.2 


647.5 


.3 


253.2 


68.4 


.3 


1064.3 


287.4 


.3 


2431.0 


656.4 


.4 


264.0 


71.3 


.4 


1086.2 


293.3 


.4 


2464.0 


665.3 


.5 


275.0 


74.3 


.5 


1108.3 


299.3 


.5 


2497.2 


674.3 


.6 


286.2 


77.3 


.6 


1130.7 


305.3 


.6 


2530.7 


683.3 


.7 


297.7 


80.4 


.7 


1153.2 


311.4 


.7 


2564.3 


692.4 


.8 


309.3 


83.5 


.8 


1176.0 


317.5 


.8 


2598.2 


701.5 


.9 


321.2 


86.7 


.9 


1199.0 


323.7 


.9 


2632.3 


710.7 


5.0 


333.3 


90.0 


10.0 


1222.2 


330.0 


15.0 


2666.7 


720.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



67 



TABLE IV Side Slopes 3 

Crown 3 Feet 



Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


So. Ft. 

inCroM 

Section 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft. 

inCroBB 

Section 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft. 

inCroea 

Seotkm 


15.1 


2701.2 


729.3 


20.1 


4712.3 


1272.3 


25.1 


7279.0 


1965.3 


.2 


2736.0 


738.7 


.2 


4758.2 


1284.7 


.2 


7336.0 


1980.7 


.3 


2771.0 


748.2 


.3 


4804.3 


1297.2 


.3 


7393.2 


1996.2 


4 


2806.2 


757.7 


.4 


4850.7 


1309.7 


.4 


74.50.7 


2011.7 


.5 


2841.7 


767.3 


.5 


4897.2 


1322.3 


.5 


7508.3 


2027.3 


.6 


2877.3 


776.9 


.6 


4944.0 


1334.9 


.6 


7566.2 


2042.9 


.7 


2913.2 


786.6 


.7 


4991.0 


1347.6 


.7 


' 7624.3 


2058.6 


.8 


2949.3 


796.3 


.8 


5038.2 


1360.3 


.8 


7682.7 


2074.3 


.9 


2985.7 


806.1 


.9 


5085.7 


1373.1 


.9 


7741.2 


2090.1 


16.0 


. 3022.2 


816.0 


21.0 


5133.3 


1386.0 


26.0 


7800.0 


2106.0 

a 


.1 


.3059.0 


825.9 


.1 


5181.2 


1398.9 


.1 


7859.0 


2121.9 


.2 


3096.0 


835.9 


.2 


5229.3 


1411.9 


.2 


7918.2 


21.37.9 


.3 


3133.2 


846.0 


.3 


5277.7 


1425.0 


.3 


7977.7 


2154.0 


.4 


3170.7 


856.1 


.4 


5326.2 


1438.1 


.4 


8037.3 


2170.1 


.5 


3208.3 


866.3 


.5 


5375.0 


1451.3 


.5 


8097.2 


2186.3 


.6 


3246.2 


876.5 


.6 


5424.0 


1464.5 


.6 


8157.3 


2202.5 


.7 


3284.3 


886.8 


.7 


5473.2 


1477.8 


.7 


8217.7 


2218.8 


.8 


3322.7 


897.1 


.8 


5522.7 


1491.1 


.8 


8278.2 


2235.1 


.9 


3361.2 


907.5 


.9 


5572.3 


1504.5 


.9 


8339.0 


2251.5 


17.0 


3400.0 


918.0 


22.0 


5622.2 


1518.0 


27.0 


8400.0 


2268.0 


.1 


3439.0 


928.5 


.1 


5672.3 


1531.5 


.1 


8461.2 


2284.5 


.2 


3478.2 


939.1 


.2 


5722.7 


1545.1 


.2 


8522.7 


2301.1 


.3 


3517.7 


949.8 


.3 


5773.2 


1558.8 


.3 


8584.3 


2317.8 


.4 


3557.3 


960.5 


.4 


5824.0 


1572.5 


.4 


8646.2 


2334.5 


.5 


3597.2 


971.3 


.5 


5875.0 


1586.3 


.5 


8708.3 


2351.3 


.6 


3637.3 


982.1 


.6 


5926.2 


1600.1 


.6 


8770.7 


2368.1 


.7 


3677.7 


993.0 


.7 


5977.7 


. 1614.0 


.7 


8833.2 


2385.0 


.8 


3718.2 


1003.9 


.8 


6029.3 


1627.9 


.8 


8896.0 


2401.9 


.9 


3759.0 


1014.9 


.9 


6081.2 


1641.9 


.9 


8959.0 


2418.9 


ISO 


3800.0 


1026.0 


23.0 


6133.3 


1656.0 


28.0 


9022.2 


2436.0 


.1 


3841.2 


1037.1 


.1 


6185.7 


1670.1 


.1 


9085.7 


2453.1 


.2 


3882.7 


1048.3 


.2 


6238.2 


1684.3 


.2 


9149.3 


2470.3 


.3 


3924.3 


1059.6 


.3 


6291.0 


1698.6 


.3 


9213.2 


2487.6 


.4 


3966.2 


1070.9 


.4 


6344.0 


1712.9 


.4. 


9277.3 


2504.9 


.5 


4008.3 


1082.3 


.5 


6397.2 


1727.3 


.5 


9341.7 


2522.3 


.6 


4050.7 


1093.7 


.6 


6450.7 


1741.7 


.6 


9406.2 


2539.7 


.7 


4093.2 


1105.2 


.7 


6504.3 


1756.2 


.7 


9471.0 


2557.2 


.8 


4136.0 


1116.7 


.8 


6558.2 


1770.7 


.8 


9536.0 


2574.7 


.9 


4179.0 


1128.3 


.9 


6612.3 


1785.3 


.9 


9601.2 


2592.3 


19.0 


4222.2 


1140.0 


24.0 


6666.7 


1800.0 


29.0 


9666.7 


2610.0 


.1 


4265.7 


1151 7 


.1 


6721.2 


1814.7 


.1 


9732.3 


2627.7 


.2 


4309.3 


1163.5 


.2 


6776.0 


1829.5 


.2 


9798.2 


2645.5 


.3 


4353.2 


1175.4 


.3 


6831.0 


1844.4 


.3 


9864.3 


2663 4 


.4 


4397.3 


1187.3 


.4 


6886.2 


1859.3 


.4 


9930.7 


2681.3 


.5 


4441.7 


1199.3 


.5 


6941.7 


1874.3 


.5 


9997.2 


2699.3 


.6 


4486.2 


1211.3 


.6 


6997.3 


1889.3 


.6 


10064.0 


2717.3 


.7 


4531.0 


1223.4 


.7 


7053.2 


1904.4 


.7 


10131.0 


2735.4 


.8 


4576.0 


1235.5 


.8 


7109.3 


1919.5 


.8 


10198.2 


2753.5 


.9 


4621.2 


1247.7 


.9 


7165.7 


19.34.7 


.9 


10265.7 


2771.7 


2©.0 


4666.7 


1260.0 


25.0 


7222.2 


1950.0 


30.0 


10333.3 


2790.0 



68 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE IV Side Slopes 3 : 1 

Crown 4 Feet 



Vertical 
Height 
in feet 


Cubic 
Y<b.Per 
100 feet 


Sq. Ft. 
inCroH 
Section 


Vertical 
Height 
in feet 


Cubic 
Yd«.Per 
100 feet 


Sq.Ft 
in Cross 
Section 

1 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
inCroii 
Sectinn 


O.l 


1.59 


0.430 


5.1 


364.6 


98.4 


10.1 


1283.1 


346.4 


.2 


3.41 


0.920 


.2 


377.5 


101.9 


.2 


1307.1 


352.9 


.3 


5.44 


1.47 


.3 


390.6 


105.5 


.3 


1331.4 


359.5 


.4 


7.7 


2.08 


.4 


404.0 


109.1 


.4 


1355.9 


366.1 


.5 


10.2 


2.75 


.5 


417.6 


112.8 


.5 


1380.6 


372.8 


.6 


12.9 


3.48 


.6 


431.4 


116.5 


.6 


1405.5 


379.5 


.7 


15.8 


4.27 


.7 


445.4 


120.3 


.7 


1430.6 


386.3 


.8 


19.0 


5.12 


.8 


459.7 


124.1 


.8 


1456.0 


393.1 


.9 


22.3 


6.0 


.9 


474.2 


128.0 


.9 


1481.6 


400.0 


1.0 


25.9 


7.0 


6.0 


488.9 


132.0 


11.0 


1507.4 


407.0 


.1 


29.7 


8.0 


.1 


503.8 


136.0 


.1 


1533.4 


414.0 


.2 


33.8 


9.1 


.2 


519.0 


140.1 


.2 


1559.7 


421.1 


.3 


38.0 


10.3 


.3 


534.3 


144.3 


.3 


1586.2 


428.3 


.4 


42.5 


11.5 


.4 


549.9 


148.5 


.4 


1612.9 


435.5 


.5 


47.2 


12.8 


.5 


565.7 


152.8 


.5 


1639.8 


442.8 


.6 


52.1 


14.1 


.6 


581.8 


157.1 


.6 


1667.0 


450.1 


.7 


57.3 


15.5 


.7 


598.0 


161.5 


.7 


1694.3 


457.5 


.8 


62.7 


16.9 


.8 


614.5 


165.9 


.8 


1721.9 


464.9 


.9 


68.3 


18.4 


.9 


631.2 


170.4 


.9 


1749.7 


472.4 


2.0 


74.1 


20.0 


7.0 


648.1 


175.0 


12.0 


1777.8 


480.0 


.1 


80.1 


21.6 


.1 


665.3 


179.6 


.1 


1806.0 


487.6 


.2 


86.4 


23.3 


.2 


682.7 


184.3 


.2 


1834.5 


495.3 


.3 


92.9 


25.1 


.3 


700.3 


189.1 


.3 


1863.2 


503.1 


.4 


99.6 


26.9 


.4 


718.1 


193.9 


.4 


1892.1 


510.9 


.5 


106.5 


28.8 


.5 


736.1 


198.8 


.5 


1921.3 


518.8 


.6 


113.6 


30.7 


.6 


754.4 


203.7 


.6 


1950.7 


526.7 


.7 


121.0 


32.7 


.7 


772.9 


208.7 


.7 


1980.3 


534.7 


.8 


128.6 


34.7 


.8 


791.6 


213.7 


.8 


2010.1 


542.7 


.9 


136.4 


36.8 


.9 


810.5 


218.8 


.9 


2040.1 


550.8 


3.0 


144.4 


39.0 


8.0 


829.6 


224.0 


13.0 


2070.4 


559.0 


.1 


152.7 


41.2 


.1 


849.0 


229.2 


.1 


2100.9 


567.2 


.2 


161.2 


43.5 


.2 


868.6 


234.5 


.2 


2131.6 


575. &► 


.3 


169.9 


45.9 


.3 


888.4 


239.9 


.3 


2162.5 


583.9 


.4 


178.8 


48.3 


.4 


908.4 


245.3 


.4 


2193.6 


592.^ 


.5 


188.0 


50.8 


.5 


928.7 


250.8 


.5 


2225.0 


600.8 


.6 


197.3 


53.3 


.6 


949.2 


256.3 


.6 


2256.6 


609.3 


.7 


206.9 


55.9 


.7 


969.9 


261.9 


.7 


2288.4 


617.9 


.8 


216.7 


58.5 


.8 


990:8 


267.5 


.8 


2320.4 


626.5 


.9 


226.8 


61.2 


.9 


1012.0 


273.2 


.9 


2352.7 


635.2 


4.0 


237.0 


64.0 


9.0 


1033.3 


279.0 


14.0 


2385.2 


644.0 


.1 


247.5 


66.8* 


.1 


1054.9 


284.8 


.1 


2417.9 


652.8 


.2 


258.2 


69.7 


.2 


1076.7 


290.7 


.2 


2450.8 


661.7 


.3 


269.1 


72.7 


.3 


1098.8 


296.7 


.3 


2484.0 


670.7 


.4 


280.3 


75.7 


.4 


1121.0 


302.7 


.4 


2517.3 


679.7 


.5 


291.7 


78.8 


.5 


1143.5 


308.8 


.5 


2550.9 


688.8 


.6 


303.3 


81.9 


.6 


1166.2 


314.9 


.6 


2584.7 


697.9 


.7 


315.1 


85.1 


.7 


1189.1 


321.1 


.7 


2618.8 


707.1 


.8 


327.1 


88.3 


.8 


1212.3 


327.3 


.8 


2653.0 


716.3 


.9 


339.4 


91.6 


.9 


1235.7 


333.6 


.9 


2687.5 


725.6 


5.0 


351.9 


95.0 


10.0 


1259.3 


340.0 


15.0 


2722.2 


735.0 



CUBIC CONTENTS OF LEVEE .EMBANKMENTS 



69 



TABLE IV Side Slopes 3 : 1 

Crown 4 Feet 



Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. . 
inCroBB 
Section 


Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft 
in Cross 
Section 


15.1 


2757.1 


744.4 


20.1 


4786.8 


1292.4 


25.1 


7372.0 


1990.4 


.2 


2792.3 


753.9 


.2 


4833.0 


1304.9 


.2 


7429.3 


2005.9 


.3 


2827.7 


763.5 


.3 


4879.5 


1317.5 


.3 


7486.9 


2021.5 


.4 


2863.3 


773.1 


.4 


4926.2 


1330.1 


.4 


7544.7 


2037.1 


.5 


2899.1 


782.8 


.5 


4973.1 


1342.8 


.5 


7602.8 


2052.8 


.6 


2935.1 


792.5 


.6 


5020.3 


1355.5 


.6 


7661.0 


2068.5 


.7 


2971.4 


802.3 


.7 


5067.7 


1368.3 


.7 


7719.5 


2084.3 


.8 


3007.9 


812.1 


.8 


5115.3 


1381.1 


.8 


7778.2 


2100.1 


.9 


3044.6 


822.0 


.9 


5163.1. 


1394.0 


.9 


7837.1 


2116.0 


16.0 


3081.5 


832.0 


21.0 


5211.1 


1407.0 


26.0 


7896.3 


2132.0 


.1 


3118.6 


842.0 


.1 


5259.4 


1420.0 


.1 


7955.7 


2148.0 


.2 


3156.0 


852.1 


.2 


5307.9 


1433.1 


.2 


8015.3 


2164 1 


.3 


3193.6 


862.3 


.3 


5356.6 


1446.3 


.3 


8075.1 


2180.3 


.4 


3231.4 


872.5 


.4 


5405.5 


1459.5 


.4 


8135.1 


2196.5 


.5 


3269.4 


882.8 


.5 


5454.6 


1472.8 


.5 


8195.4 


2212.8 


.6 


3307.7 


893.1 


.6 


5504.0 


1486.1 


.6 


8255.9 


2229.1 


.7 


3346.2 


903.5 


.7 


5553.6 


1499.5 


.7 


8316.6 


2245.5 


.8 


3384.9 


913.9 


.8 


5603.4 


1512.9 


.8 


8377.5 


2261.9 


.« 


3423.8 


924.4 


.9 


5653.4 


1526.4 


.9 


8438.6 


2278.4 


7.0 


3463.0 


935.0 


22.0 


5703.7 


1540.0 


27.0 


8500.0 


2295.0 


. 1 


3502.3 


945.6 


.1 


5754.2 


1553.6 


.1 


8561.6 


2311.6 


.2 


3541.9 


956.3 


.2 


5804.9 


1567.3 


.2 


8623.4 


2328.3 


.3 


3581.7 


967.1 


.3 


5855.8 


1581.1 


.3 


8685.4 


2345.1 


-4 


3621.8 


977.9 


.4 


5907.0 


1594.9 


.4 


8747.7 


2361.9 


- 5 


3662.0 


988.8 


.5 


5958.3 


1608.8 


.5 


8810.2 


2378.8 


- 6 


3702.5 


999.7 


.6 


6009.9 


1622.7 


.6 


8872.9 


2395.7 


-7 


3743.2 


1010.7 


.7 


6061.7 


1636.7 


.7 


8935.8 


2412.7 


-8 


3784.1 


1021.7 


.8 


6113.8 


1650.7 


.8 


8999.0 


2429.7 


-9 


3825.3 


1032.8 


.9 


6166.0 


1664.8 


.9 


9062.3 


2446.8 


S -0 


3866.7 


1044.0 


23.0 


6218.5 


1679.0 


28.0 


9125.9 


2464.0 


-1 


3908.3 


1055.2 


.1 


6271.2 


1693.2 


.1 


9189.7 


2481.2 


-2 


3950.1 


1066.5 


.2 


6324.1 


1707.5 


.2 


9253.8 


2498.5 


.3 


3992.1 


1077.9 


.3 


6377.3 


1721.9 


.3 


9318.0 


2515.9 


.4 


4034.4 


1089.3 


.4 


6430.7 


1736.3 


.4 


9382.5 


2533.3 


.5 


4076.9 


1100.8 


.5 


6484.3 


1750.8 


.5 


9447.2 


2550.8 


.6 


4119.6 


1112.3 


.6 


6538.1 


1765.3 


.6 


9512.1 


2568.3 


.7 


4162.5 


1123.9 


.7 


6592.1 


1779.9 


.7 


9577.3 


2585.9 


.8 


4205.6 


1135.5 


.8 


6646.4 


1794.5 


.8 


9642.7 


2603.5 


.9 


4249.0 


1147.2 


.9 


6700.9 


1809.2 


.9 


9708.3 


2621.2 


19.0 


4292.6 


1159.0 


24.0 


6755.6 


1824.0 


29.0 


9774.1 


2639.0 


.1 


4336.4 


1170.8 


.1 


6810.5 


1838.8 


.1 


9840.1 


2656.8 


.2 


4380.4 


1182.7 


.2 


6865.6 


1853.7 


.2 


9906.4 


2674.7 


.3 


4424.7 


1194.7 


.3 


6921.0 


1868.7 


.3 


9972.9 


2692.7 


.4 


4469.2 


1206.7 


.4 


6976.6 


1883.7 


.4 


10039.6 


2710.7 


.5 


4513.9 


1218.8 


.5 


7032.4 


1898.8 


.5 


10106.5 


2728.8 


.6 


4558.8 


1230.9 


.6 


7088.4 


1913.9 


.6 


10173.6 


2746.9 


.7 


4604.0 


1243.1 


.7 


7144.7 


1929.1 


.7 


10241.0 


2765.1 


.8 


4649.3 


1255.3 


.8 


7201.2 


1944.3 


.8 


10308.6 


2783.3 


.9 


4694.9 


1267.6 


.9 


7257.9 


1959.6 


.9 


10376.4 


2801.6 


20.0 


4740.7 


1280.0 


25.0 


7314.8 


1975.0 


30.0 


10444.4 


2820.0 





















68 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE IV Side Slopes 3 

Crown 4 Feet 



Vert,ical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCroBB 
Section 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft 
in Croat 
Section 

1 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sa.Ft 
inCroa 


0.1 


1.59 


.0.430 


5.1 


364.6 


98.4 


10.1 


1283.1 


346.4 


.2 


3.41 


0.920 


.2 


377.5 


101.9 


.2 


1307.1 


352.9 


.3 


5.44 


1.47 


.3 


390.6 


105.5 


.3 


1331.4 


359.5 


.4 


7.7 


2.08 


.4 


404.0 


109.1 


.4 


1355.9 


366.1 


.5 


10.2 


2.75 


.5 


417.6 


112.8 


.5 


1380.6 


372.8 


.6 


12.9 


3.48 


.6 


431.4 


116.5 


.6 


1405.5 


379.5 


.7 


15.8 


4.27 


.7 


445.4 


120.3 


.7 


1430.6 


386.3 


.8 


19.0 


5.12 


.8 


459.7 


124.1 


.8 


1456.0 


393.1 


.9 


22.3 


6.0 


.9 


474.2 


128.0 


.9 


1481.6 


400.0 


1.0 


25.9 


7.0 


6.0 


488.9 


132.0 


11.0 


1507.4 


407.0 


.1 


29.7 


8.0 


.1 


503.8 


136.0 


.1 


1533.4 


414.0 


.2 


33.8 


9.1 


.2 


519.0 


140.1 


.2 


1559.7 


^21.1 


.3 


38.0 


10.3 


.3 


534.3 


144.3 


.3 


1586.2 


428.3 


.4 


42.5 


11.5 


.4 


549.9 


148.5 


.4 


1612.9 


435.5 


.5 


47.2 


12.8 


.5 


565.7 


152.8 


.5 


1639.8 


442.8 


.6 


52.1 


14.1 


.6 


581.8 


157.1 


.6 


1667.0 


450.1 


.7 


57.3 


15.5 


.7 


598.0 


161.5 


.7 


1694.3 


457.5 


.8 


62.7 


16.9 


.8 


614.5 


165.9 


.8 


1721.9 


464.9 


.9 


68.3 


18.4 


.9 


631.2 


170.4 


.9 


1749.7 


472.4 


2.0 


74.1 


20.0 


7.0 


648.1 


175.0 


12.0 


1777.8 


480.0 


.1 


80.1 


21.6 


.1 


665.3 


179.6 


.1 


1806.0 


487.6 


.2 


86.4 


23.3 


.2 


682.7 


184.3 


.2 


1834.5 


495.3 


.3 


92.9 


25.1 


.3 


700.3 


189.1 


.3 


1863.2 


503.1 


.4 


99.6 


26.9 


.4 


718.1 


193.9 


.4 


1892.1 


510.9 


.5 


106.5 


28.8 


.5 


736.1 


198.8 


.5 


1921.3 


518.8 


.6 


113.6 


30.7 


.6 


7.54.4 


203.7 


.6 


1950.7 


526.7 


.7 


121.0 


32.7 


.7 


772.9 


208.7 


.7 


1980.3 


534.7 


.8 


128.6 


34.7 


.8 


791.6 


213.7 


.8 


2010.1 


542.7 


.9 


136.4 


36.8 


.9 


810.5 


218.8 


.9 


2040.1 


550.8 


3.0 


144.4 


39.0 


8.0 


829.6 


224.0 


13.0 


2070.4 


559.0 


.1 


152.7 


41.2 


.] 


849.0 


229.2 


.1 


2100.9 


567.2 


.2 


161.2 


43.5 


.2 


868.6 


234.5 


.2 


2131.6 


575.5 


.3 


169.9 


45.9 


.3 


888.4 


239.9 


.3 


2162.5 


583.9 


.4 


178.8 


48.3 


.4 


908.4 


245.3 


.4 


2193.6 


592.3 


.5 


188.0 


50.8 


.5 


928.7 


250.8 


.5 


2225.0 


600.8 


.6 


197.3 


53.3 


.6 


949.2 


256.3 


.6 


2256.6 


609.3 


.7 


206.9 


55.9 


.7 


969.9 


261.9 


.7 


2288.4 


617.9 


.8 


216.7 


58.5 


.8 


990.8 


267.5 


.8 


2320.4 


626.5 


.9 


226.8 


61.2 


.9 


1012.0 


273.2 


.9 


2352.7 


635.2 


4.0 


237.0 


64.0 


9.0 


1033.3 


279.0 


14.0 


2385.2 


644.0 


.1 


247.5 


66.8* 


.1 


1054.9 


284.8 


.1 


2417.9 


652.8 


.2 


258.2 


69.7 


.2 


1076.7 


290.7 


.2 


2450.8 


661.7 


.3 


269.1 


72.7 


.3 


1098.8 


296.7 


.3 


2484.0 


670.7 


.4 


280.3 


75.7 


.4 


1121.0 


302.7 


.4 


2517.3 


679.7 


.5 


291.7 


78.8 


.5 


1143.5 


308.8 


.5 


2550.9 


688.8 


.6 


303.3 


81.9 


.6 


1166.2 


314.9 


.6 


2584.7 


697.9 


.7 


315.1 


85.1 


.7 


1189.1 


321.1 


.7 


2618.8 


707.1 


.8 


327.1 


88.3 


.8 


1212.3 


327.3 


.8 


2653.0 


716.3 


.9 


339.4 


91.6 


.9 


1235.7 


333.6 


.9 


2687.5 


725.6 


5.0 1 


35J.9 


95.0 


10.0 


1259.3 


340.0 

\ 


15.0 


2722.2 

1 


735.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



71 



TABLE IV Side Slopes 3 : 1 

Crown 5 Feet 



Vfrtical 
Height 
iofeet 


Cubic 
Yda.Per 
100 feet 


mCroM 
Section 


Vertical 
Height 
infect 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
inCroBB 
Section 


Vertical 
Heiht 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
inCroM 
Section 


15.1 


2813.1 


759.5 


20.1 


4861.2 


1312.5 


25.1 


7464.9 


2015.5 


.2 


2848.6 


769.1 


.2 


4907.9 


1325.1 


.2 


7522.7 


2031 . 1 


.3 


2884.3 


778.8 


.3 


4954.7 


1337.8 


.3 


7580.6 


2046.8 


.4 


2920.3 


788.5 


.4 


5001.8 


1350.5 


.4 


7638.8 


2062.5 


.5 


2956.5 


798.3 


.5 


5049.1 


1363.3 


.5 


7697.2 


2078.3 


.6 


2992.9 


808.1 


.6 


5096.6 


1376.1 


.6 


7755.9 


2094.1 


.7 


3029.5 


818.0 


.7 


5144.3 


1389.0 


.7 


7814.7 


2110.0 


.8 


3066.4 


827.9 


.8 


5192.3 


1401.9 


.8 


7873.8 


2125.9 


.9 


3103.4 


837.9 


.9 


5240.5 


1414.9 


.9 


7933.1 


2141.9 


i6.0 


3140.7 


848.0 


21.0 


5288.9 


1428.0 


26.0 


7992.6 


2158.0 


.1 


3178.3 


858.1 


.1 


5337.5 


1441.1 


.1 


8052.3 


2174.1 


.2 


3216.0 


868.3 


.2 


5386.4 


1454.3 


.2 


8112.3 


2190.3 


.3 


3254.0 


878.6 


.3 


5435.4 


1467.6 


.3 


8172.5 


2206.6 


.4 


3292.1 


888.9 


.4 


5484.7 


1480.9 


.4 


8232.9 


2222.9 


.5 


3330.6 


899.3 


.5 


5534.3 


1494.3 


.5 


8293:. 5 


2239.3 


.6 


3369.2 


909.7 


.6 


5584.0 


1507.7 


.6 


8354.4 


2255.7 


.7 


3408.0 


920.2 


.7 


5634.0 


1521.2 


.7 


8415.4 


ictn.1 


.8 


3447.1 


930.7 


.8 


5684.1 


1534.7 


.8 


8476.7 


2288.7 


.9 


3486.4 


941.3 


.9 


5734.6 


1548.3 


.9 


8538.3 


2305.3 


17.0 


3525.9 


952.0 


22.0 


5785.2 


1562.0 


27.0 


8600.0 


2322.0 


.1 


3565.7 


962.7 


.1 


5836.0 


1575.7 


.1 


8662.0 


2338.7 


.2 


3605.6 


973.5 


.2 


5887.1 


1589.5 


.2 


8724.1 


2355.5 


.3 


3645.8 


984.4 


.3 


5938.4 


1603.4 


.3 


8786.6 


2372.4 


.4 


3686.2 


995.3 


.4 


5989.9 


1617.3 


.4 


8849.2 


2389.3 


.5 


3726.9 


1006.3 


.5 


6041.7 


1631.3 


.5 


8912.0 


2406.3 


.6 


3767.7 


1017.3 


.6 


6093.6 


* 1645.3 


.6 


8975.1 


2423.3 


.7 


3808.8 


1028.4 


^ .7 


6145.8 


1659.4 


.7 


9038.4 


2440.4 


.8 


38.50.1 


1039.5 


' .8 


6198.2 


1673.5 


.8 


9101.9 


2457.5 


.9 


3891.6 


1050.7 


.9 


6250.9 


1687.7 


.9 


9165.7 


2474.7 


18.0 


3933.3 


1062.0 


23.0 


6303.7 


1702.0 


28.0 


9229.6 


2492.0 


.1 


3975.3 


1073.3 


.1 


6356.8 


1716.3 


.1 


9293.8 


2509.3 


.2 


4017.5 


1084.7 


.2 


6410.1 


1730.7 


.2 


9358.2 


2526.7 


.3 


4059.9 


1096.2 


.3 


6463.6 


1745.2 


.3 


9422.9 


2544.2 


.4 


4102.5 


1107.7 


.4 


6517.3 


1759.7 


.4 


9487.7 


2561.7 


.5 


4145.4 


1119.3 


.5 


6571.3 


1774.3 


.5 


9552.8 


2579.3 


.6 


4188.4 


1130.9 


.6 


6625.5 


1788.9 


.6 


9618.1 


2596.9 


.7 


4231.7 


1142.6 


.7 


6679.9 


1803.6 


.7 


9683.6 


2614.6 


.8 


4275.3 


1154.3 


.8 


6734.5 


1818.3 


.8 


9749.3 


2632.3 


.9 


4319.0 


1166.1 


.9 


6789.4 


1833.1 


.9 


9815.3 


2650.1 


19.0 


4363.0 


1178.0 


24.0 


6844.4 


1848.0 


29.0 


9881.5 


2668.0 


.1 


4407.1 


1189.9 


.1 


6899.7 


1862.9 


.1 


9947.9 


2685.9 


.2 


4451.6 


1201.9 


.2 


6955.3 


1877.9 


.2 


10014.5 


2703.9 


.3 


4496.2 


1214.0 


.3 


7011.0 


1893.0 


.3 


10081.4 


2722.0 


.4 


4541.0 


1226.1 


.4 


7067.0 


1908.1 


.4 


10148.4 


2740.1 


.5 


• 4586.1 


1238.3 


.5 


7123.1 


1923.3 


.5 


10215.7 


2758.3 


.6 


4631.4 


1250.5 


.6 


7179.6 


1938.5 


.6 


10283.3 


2776.5 


.7 


4676.9 


1262.8 


.7 


7236.2 


1953.8 


.7 


10351.0 


2794.8 


.8 


4722.7 


1275.1 


.8 


7293.0 


1969.1 


.8 


10419.0 


2813.1 


.9 


4768.6 


1287.5 


.9 


7350.1 


1984.5 


.9 


10487.1 


2831.5 


20.0 


4814.8 


1300.0 


25 


7407.4 


2000.0 


30.0 


10555.6 


2850.0 



72 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE IV Side Slopes 3 : 1 

Crown 6 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
in Cross 
Section 


0.1 


2.33 * 


0.63 


5.1 


402.3 


108.6 


10.1 


* 

1357.9 


366.6 


.2 


4.89 


1.32 


.2 


416.0 


112.3 


.2 


1382.7 


373.3 


.3 


7.67 


2.07 


.3 


429.9 


116.1 


.3 


1407.7 


380.1 


.4 


10.7 


2.88 


.4 


444.0 


119.9 


.4 


1432.9 


386.9 


.5 


13.9 


3.75 


.5 


458.3 


123.8 


.5 


1458.3 


393.8 


.6 


17.3 


4.68 


.6 


472.9 


127.7 


.6 


1484.0 


400.7 


.7 


21.0 


5.67 


.7 


487.7 


131.7 


.7 


1509.9 


404.7 


.8 


24.9 


6.7 


.8 


502.7 


135.7 


.8 


1536.0 


4U.7 


.9 


29.0 


7.8 


.9 


517.9 


139.8 


.9 


1562.3 


421.8 


1.0 


33.3 


9.0 


6.0 


533.3 


144.0 


11.0 


1588.9 


429.0 


.1 


37.9 


10.2 


.1 


549.0 


148.2 


.1 


1615.7 


436.2 


.2 


42.7 


11.5 


.2 


564.9 


152.5 


.2 


1642.7 


443.5 


.3 


47.7 


12.9 


.3 


581.0 


156.9 


.3 


1669.9 


450.9 


.4 


52.9 


14.3 


.4 


597.3 


161.3 


.4 


1697.3 


458.3 


.5 


58.3 


15.8 


.5 


613.9 


165.8 


.5 


1725.0 


465.8 


.6 


64.0 


17.3 


.6 


630.7 


170.3 


.6 


1752.9 


473.3 


.?• 


69.9 


18.9 


.7 


647.7 


174.9 


.7 


1781.0 


480.9 


.8 


76.0 


20.5 


.8 


664.9 


179.5 


.8 


1809.3 


488.5 


.9 


82.3 


22.2 


.9 


682.3 


184.2 


.9 


1837.9 


496.2 


2.0 


88.9 


24.0 


7.0 


700.0 


189.0 


12.0 


1866.7 


504.0 


.1 


95.7 


25.8 


.1 • 


717.9 


193.8 


.1 


1895.7 


511.8 


.2 


102.7 


27.7 


.2 


736.0 


198.7 


.2 


1924.9 


519.7 


.3 


109.9 


29.7 


.3 


754.3 


203.7 


.3 


1954.3 


527.7 


.4 


117.3 


31.7 


.4 


772.9 


208.7 


.4 


1984.0 


535.7 


.5 


125.0 


33.8 


.5 


791.7 


213.8 


.5 


2013.9 


543.8 


.6 


132.9 


35.9 


.6 


•810.7 


218.9 


.6 


2044.0 


551.9 


.7 


141.0 


38.1 


.7 


829.9 


224.1 


.7 


2074.3 


560.1 


.8 


149.3 


40.3 


.8 


849.3 


229.9 


.8 


2104.9 


568.3 


.9 


157.9 


42.6 


.9 


869.0 


234.6 


.9 


2135.7 


576.6 


3.0 


166.7 


45.0 


8.0 


888.9 


240.0 


13.0 


2166.7 


585.0 


.1 


175.7 


47.4 


.1 


909.0 


245.4 


.1 


2197.9 


593.4 


.2 


184.9 


49.9 


.2 


929.3 


250.9 


.2 


2229.3 


601.9 


.3 


194.3 


52.5 


.3 


949.9 


256.5 


.3 


2261.0 


610.5 


.4 


204.0 


55.1 


.4 


970.7 


262.1 


.4 


2292.9 


619.1 


.5 


213.9 


57.8 


.5 


991.7 


267.8 


• .5 


2325.0 


627.8 


.6 


224.0 


60.5 


.6 


1012.9 


273.5 


.6 


2357.3 


636.5 


.7 


234.3 


63.3 


.7 


1034.3 


279.3 


.7 


2389.9 


645.3 


.8 


244.9 


66.1 


.8 


1056.0 


285.1 


.8 


2422.7 


654.1 


.9 


255.7 


69.0 


.9 


1077.9 


291.0 


.9 


2455.7 


663.0 


4.0 


266.7 


72.0 


9.0 


1100.0 


297.0 


14.0 


2488.9 


672.0 


.1 


277.9 


75.0 


.1 


1122.3 


303.0 


.1 


2522.3 


681.0 


.2 


289.3 


78.1 


.2 


1144.9 


309.1 


.2 


2556.0 


690.1 


.3 


301.0 


81.3 


.3 


1167.7 


315.3 


.3 


2589.9 


699.3 


.4 


312.9 


84.5 


.4 


1190.7 


321.5 


.4 


2624.0 


708.5 


.5 


325.0 


87.8 


.5 


1213.9 


327.8 


.5 


2658.3 


717.8 


.6 


337.3 


91.1 


.6 


1237.3 


334.1 


.6 


2692.9 


727.1 


.7 


349.9 


94.5 


.7 


1261.0 


340.5 


.7 


2727.7 


736.5 


.8 


362.7 


97.9 


.8 


1284.9 


346.9 


.8 


2762.7 


745.9 


.9 


375.7 


101.4 


.9 


1309.0 


353.4 


.9 


2797.9 


755.4 


5.0 


388.9 


105.0 


10.0 


1333.3 


360.0 


15.0 


2833.3 


765.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



73 



TABLE IV Side Slopes 3 

Crown 6 Feet 



Height 
in feet 


Cubic 
Ydb.Per 
100 feet 


Sq.Pt. 
inCrosB 
Section 


Vertical 
Height 
infect 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCrosB 
Section 


Vertical 
Height 
in feet 


Cubic 
Ydb.Per 
100 feet 


8q.Ft. 
iaCroM 
Seotaon 


■ 

15.1 


2869.0 


774.6 


20.1 


4935.7 


1332.6 


25.1 


7557.9 


2040.4 


.2 


2904.9 


784.3 


.2 


4982.7 


1345.3 


.2 


7616.0 


2056.3 


.3 


2941.0 


794.1 


.3 


5029.9 


1358.1 


.3 


7674.3 


2072.1 


.4 


2977.3 


803.9 


.4 


5077.3 


1370.9 


.4 


7732.9 


2087.9 


.5 


3013^.9 


813.8 


.5 


5125.0 


1383.8 


.5 


7791.7 


2103.8 


.6 


3050.7 


823.7 


• 

.6 


5172.9 


1396.7 


.6 


7850.7 


2119.7 


.7 


3087.7 


833.7 


.7 


5221.0 


1409.7 


.7 


7909.9 


2135.7 


.8 


3124.9 


843.7 


.8 


5269.3 


1422.7 


.8 


7969.3 


2151.7 


.9 


3162.3 


853.8 


.9 


5317.9 


1435.8 


.9 


8029.0 


2167.8 


16.0 


3200.0 


864.0 


21.0 


5366.7 


1449.0 


26.0 

( 


8088.9 


2184.« 


.1 


3237.9 


874.2 


.1 


5415.7 


1462.2 


.1 


8149.0 


2200.2 


.2 


3276.0 


884.5 


.2 


5464.9 


1475.5 


.2 


8209.3 


2216.5 


.3 


3314.3 


894.9 


.3 


5514.3 


1488.9 


.3 


8269.9 


2232.9 


.4 


3352.9 


905.3 


.4 


5564.0 


1502.3 


.4 


8330.7 


2249.3 


.5 


3391.7 


915.8 


.5 


5613.9 


1515.8 


.5 


8391.7 


2265.8 


.6 


3430.7 


926.3 


.6 


5664.0 


1529.3 


.6 


8452.9 


2282.) 


.7 


3469.9 


936.9 


.7 


5714.3 


1542.9 


.7 


8514.3 


2298.9 


.8 


3509.3 


947.5 


.8 


5764.9 


1556.5 


.8 


8576.0 


2315.5 


.9 


3549.0 


958.2 


.'9 


5815.7 


1570.2 


• .9 


8637.9 


2332.2 


17.0 


3588.9 


969.0 


22.0 


5866.7 


1584.0 


' 27.0 


8700.0 


2349.0 


.1 


3629.0 


979.8 


.1 


5917.9 


1597.8 


.1 


8762.3 


2365.8 


.2 


3669.3 


990.7 


.2 


5969.3 


1611.7 


.2 


8824.9 


2382.7 


.3 


3709.9 


1001.7 


.3 


6021.0 


1625.7 


.3 


8887.7 


2399.7 


.4 


3750.7 


1012.7 


.4 


6072.9 


1639.7 


.4 


8950.7 


2416.7 


.5 


3791.7 


1023.8 


.5 


6125.0 


1653.8 


.5 


9013.9 


2433.8 


.6 


3832.9 


1034.9 


.6 


6177.3 


1667.9 


.6 


9077.3 


2450.9 


.7 


3874.3 


1046.1 


.7 


6229.9 


1682.1 


.7 


9141.0 


2468.1 


.8 


3916.0 


1057.3 


.8 


6282.7 


1696.3 


.8 


9204.9 


2485.3 


.9 


3957.9 


1068.6 


.9 


6335.7 


1710.6 


.9 


9269.0 


2502.6 


18.0 


4000.0 


1080.0 


23.0 


6388.9 


1725.0 


28.0 


9333.3 


2520.0 


.1 


4042.3 


1091.4 


.1 


6442.3 


1739.4 


.1 


9397.9 


2537.4 


.2 


4084.9 


1102.9 


.2 


6496.0 


1753.9 


.2 


9462.7 


2554.9 


.3 


4127.7 


1114.5 


.3 


6549.9 


1768.5 


.3 


9527.7 


2572.5 


.4 


4170.7 


1126.1 


.4 


6604.0 


1783.1 


.4 


9592.9 


2590.1 


.5 


4213.9 


1137.8 


.5 


6658.3 


1797.8 


. .5 


9658.3 


2607.8 


.6 


4257.3 


1149.5 


.6 


6712.9 


1812.5 


.6 


9724.0 


2625.5 


.7 


4301.0 


1161.3 


.7 


6767.7 


1827.3 


.7 


9789.9 


2643.3 


.8 


4344.9 


1173.1 


.8 


6822.7 


1842.1 


.8 


9856.0 


2661.1 


.9 


4389.0 


1185.0 


.9 


6877.9 


1857.0 


.9 


9922.3 


2679.0 


19.0 


4433.3 


1197.0 


24.0 


6933.3 


1872.0 


29.0 


9988.9 


2697.9 


.1 


4477.9 


1209.0 


.1 


6989.0 


1887.0 


.1 


10055.7 


2715.0 


.2 


4522.7 


1221.1 


.2 


7044.9 


1902.1 


.2 


10122.7 


2733.1 


.3 


4567.7 


1233.3 


.3 


7101.0 


1917.3 


.3 


10189.9 


2751.3 


.4 


4612.9 


1245.5 


.4 


7157.3 


1932.5 


.4 


10257.3 


2769.5 


.5 


4658.3 


1257.8 


.5 


7213.9 


1947.8 


.5 

9 


10325.0 


2787,8 


.6 


4704.0 


1270.1 


.6 


7270.7 


1963.1 


.6 


10392.9 


2806.1 


.7 


4749.9 


1282.5 


.7 


7327.7 


1978.5 


.7 


10461.0 


2824.5 


.8 


4796.0 


1294.9 


.8 


7384.9 


1993.9 


.8 


10529.3 


2842.9 


.9 


4842.3 


• 1307.4 


.9 


7442.3 


2009.4 


.9 


10597.9 


2861.4 


20.0 


4888.9 


1320.0 


25.0 


7500.0 


2025.0 


30.0 


10666.7 


2880.0 



74 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE IV Side Slopes 3 : 1 

Crown 7 Feet 



Vertical 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


Sq.Ft 

inCroM 

Section 


Vertical 
Height 
infect 


Cubic 
Yda-Pter 
100 feet 


So. Ft 
inCrcM 
Seotaon 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft 
inCraai 
SectiflQ 


0.1 


2.70 


0.73 


5.1 


421.2 


113.7 


10.1 


1395.3 


376.7 


.2 


5.63 


1.52 


.2 


435.3 


117.5 


.2 


1420.4 


383.5 


.3 


8.8 


2.37 


.3 


449.5 


121.4 . 


.3 


1445.8 


390 4 


.4 


12.1 


3.28 


.4 


464.0 


125.3 


.4 


1471.4 


397.3 


.5 


15.7 


4.25 


.5 


478.7 


129.3 

9 


.5 


1497.2 


404.3 


.6 


19.6 


5.28 


.6 


493.6 


133.3 


.6 


1523.3 


411.3 


.7 


23.6 


6.4 


.7 


508.8 


137.4 


.7 


1549.5 


418 4 


.8 


27.9 


7.5 


.8 


524.1 


141.5 


.8 


1576.0 


425.5 


.9 


32.3 


8.7 


.9 


539.7 


145.7 


.9 


1602.7 


432.7 


1.0 


37.0 


10.0 . 


6.0 


555.6 


150.0 


11.0 


1629.6 


440.0 


.1 


42.0 


11.3 


.1 


571.6 


154.3 


.1 


1656.8 


447.3 


.2 


47.1 


12.7 


.2 


587.9 


158.7 


.2 


1684.1 


454.7 


.3 


52.5 


14.2 


.3 


604.3 


163.2 


.3 


1711.7 


462.2 


.4 


58.1 


15.7 


.4 


621.0 


167.7 


.4 


1739.6 


' 469.7 


.5 


63.9 


17.3 


.5 


638.0 


172.3 


.5 


1767.6 


477.3 


.6 


69.9 


18.9 


.6 


655.1 


• 

176.9 


.6 


1795.9 


484.9 


.7 


76.2 


20.6 


.7 


672.5 


181.6 


.7 


1821.3 


492.6 


.8 


82.7 


22.3 


.8 


690.1 


18^.3 


.8< 


1853.0 


500.3 


.9 


89.4 


24.1 • 


.9 


707.9 


191.1 


.9 


1882.0 


508.1 


2.0 


96.3 


26.0 


7.0 


725.9 


196.0 


12.0 


1911.1 


516.0 


.1 


103.4 


27.9 


.1 


744.2 


200.9 


.1 


1940.5 


523.9 


.2 


110.8 


29.9 


.2 


762.7 


205.9 


.2 


1970.1 


531.9 


.3 


118.4 


32.0 


.3 


781.4 


211.0 


.3 


1999.9 


540.0 


.4 


126.2 


34.1 


.4 


800.3 


216.1 


.4 


2029.9 


548.1 


.5 


134.3 


36.3 


.5 


819.4 


221.3 


.5 


2060.2 


556.3 


.6 


142.5 


38.5 


.6 


838.8 


226.5 


.6 


2090.7 


564.5 


.7 


151.0 


40.8 


.7 


858.4 


231.8 


.7 


2121.4 


572.8 


.8 


159.7 


43.1 


.8 


878.2 


237.1 


.8 


2152.3 


581.1 


.9 


168.6 


45.5 


.9 


898.3 


242.5 


.9 


2183.4 


589.5 


3.0 


177.8 


48.0 


8.0 


918.5 


248.0 


13.0 


2214.8 


598.0 


.1 


187.1 


50.5 


.1 


939.0 


253.5 


.1 


2246.4 


606.5 


.2 


196.7 


53.1 


. .2 


959.7 


259.1 


.2 


2278.2 


615.1 


.3 


206.6 


55.8 


.3 


980.6 


264.8 


.3 


2310.3 


623.8 


.4 


216.6 


58.5 


.4 


1001.8 


270.5 


.4 


2342.5 


632.5 


.5 


226.9 


61.3 


.5 


1023.1 


276.3 


.5 


2375.0 


641.3 


.6 


237.3 


64.1 


.6 


1044.7 


282.1 


.6 


2407.7 


650.1 


.7 


248.0 


67.0 


.7 


1066.6 


288.0 


.7 


2440.6 


659.0 


.8 


259.0 


69.9 


.8 


1088.6 


293.9 


.8 


2473.8 


667.9 


.9 


270.1 


72.9 


.9 


1110.9 


299.9 


.9 


2507.1 


676.9 


4.0 


281.5 


76.0 


9.0 


1133.3 


306.0 


14.0 


2540.7 


686.0 


.1 


293.1 


79.1 


.1 


1156.0 


312.1 


.1 


2574.6 


695.1 


.2 


304.9 


82.3 


.2 


1179.0 


318.3 


.2 


2608.6 


704.3 


.3 


316.9 


85.6 


.3 


1202.1 


324.6 


.3 


2642.9 


713.6 


.4 


329.2 


88.9 


.4 


1225.5 


330.9 


.4 


2677.3 


722.9 


.5 


341.7 


92.3 


.5 


1249.1 


337.3 


.5 


2712.0 


732.3 


.6 


354.4 


95.7 


.6 


1272.9 


343.7 


.6 


2747.0 


741.7 


.7 


367.3 


99.2 


.7 


1296.9 


350.2 


.7 


2782.1 


751.2 


.8 


380:4 


102.7 


.8 


1321.2 


356.7 


.8 


2^17.5 


760.7 


.9 


393.8 


106.3 


.9 


1345.7 


363.3 


.9 


2853.1 


770.3 


5.0 


407.4 


110.0 


10.0 


1370.4 


370.0 


15.0 


2888.9 


780.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



75 



TABLE IV Side Slopes 3 : 1 

Crown 7 Feet 



Vertical 
Height 
in feet 


Cubic 
Yda.Per 
100 feK 


So. Ft. 
inCroM 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


8q. Ft. 
in Cron 
Section 


Vertical 
Height 
in feet 


Cubic 
Yd«.Per 
100 feet 


Sq.Ft. 

inCroM 

Section 


15.1 


2924.9 


789.7 


20.1 


5010.1 


1352.7 


25.1 


7650.9 


2065.7 


.2 


2961.2 


799.5 


.2 


5057.5 


1365.5 


.2 


7709.3 


2081.5 


.3 


2997.7 


809.4 


.3 


5105.1 


.1378.4 


.3 


7768.0 


2097.4 


.4 


3034.4 


819.3 


.4 


5152.9 


1391.3 


.4 


7827.0 


2113.3 


.5 


3071.3 


829.3 


.5 


5200.9 


1404.3 


.5 


7886.1 


2129.3 


.6 


3108.4 


839.3 


.6 


5249.2 


1417.3 


.6 


7945.5 


2145.3 


.7 


3145.8 


849.4 


.7 


5297.7 


1430.4 


.7 


8005.1 


2161.4 


.8 


3183.4 


859.5 


.8 


5346.4 


1443.5 


.8 


8064.9 


2177.5 


.9 


3221.2 


869.7 


.9 


5395.3 


1456.7 


.9 


8124.9 


2193.7 


16.0 


3259.3 


880.0 


21.0 


5444.4 


1470.0 


26.0 


8185.2 


2210.0 


.1 


3297.5 


890.3 


.1 


5493.8 


1483.3 


.1 


8245.7 


2226.3 


.2 


3336.0 


900.7 


.2 


5543.4 


1496.7 


.2 


8306.4 


2242.7 


.3 


3374.7 


911.2 


.3 


5593.2 


1510.2 


.3 


8367.3 


2259.2 


.4 


3413.6 


921.7 


.4 


5643.3 


1523.7 


.4 


8428.4 


2275.7 


.5 


3452.8 


932.3 


.5 


5693.5 


1537.3 


.5 


8489.8 


2292.3 


.6 


3492.1 


942.9 


.6 


5744.0 


1550.9 


.6 


8551.4 


2308.9 


.7 


3531.7 


953.6 


.7 


5794.7 


1564.6 


.7. 


8613.2 


2325.6 


.8 


3571.6 


964.3 


.8 


5845.6 


1578.3 


.8 


8675.3 


2342.3 


.9 


3611.6 


975.1 


.9 


5896.8 


1592.1 


.9 


8737.5 


2359.1 


17.0 


'3651.9 


986.0 


22.0 


5948.1 


1606.0 


27.0 


8800.0 


2376.0 


.1 


3692.3 


996.9 


.1 


5999.7 


1619.9 


.1 


8862.7 


2392.9 


.2 


3733.0 


1007.9 


.2 


6051.6 


1633.9 


.2 


8925.6 


2409.9 


.3 


3774.0 


1019.0 


.3 


6103.6 


1648.0 


.3 


8988.8 


2427.0 


.4 


3815.1 


1030.1 


.4 


6155.9 


16§2.1 


.4 


9052.1 


2444.1 


.5 


3856.5 


1041.3 


.5 


6208.3 


1676.3 


.5 


9115.7 


2461.3 


.6 


3898.1 


1052.5 


.6 


6261.0 


1690.5 


.6 


9179.6 


2478.5 


.7 


3939.9 


1063.8 


.7 


6314.0 


' 1704.8 


.7 


9243.6 


2495.8 


.8 


3981.9 


1075.1 


.8 


6367.1 


1719.1 


.8 


9307.9 


2513.1 


.9 


4024.2 


1086.5 


.9 


6420.5 


1733.5 


.9 


9372.3 


2530.5 


18.0 


4066.7 


1098.0 


23.0 


6474.1 


1748.0 


28.0 


9437.0 


2548.0 


.1 


4109.4 


1109.5 


.1 


6527.9 


1762.5 


.1 


9502.0 


2565.5 


.2 


4152.3 


1121.1 


.2 


6581.9 


1777.1 


.2 


9567.1 


2583.1 


.3 


4195.4 


1132.8 


.3 


6636.2 


1791.8 


.3 


9632.5 


2600.8 


.4 


4238.8 


1144.5 


. .4 


6690.7 


1806.5 


.4 


9698.1 


2618.5 


.5 


4282.4 


1156.3 


.5 


6745.4 


1821.3 


.5 


9763.9 


2636.3 


.6 


4326.2 


1168.1 


.6 


6800.3 


1836.1 


.6 


9829.9 


2654.1 


.7 


4370.3 


1180.0 


.7 


6855.4 


1851.0 


.7 


9896.2 


2672.0 


.8 


4414.5 


1191.9 


.8 


6910.8 


1865.9 


.8 


9962.7 


2689.9 


.9 


4459.0 


1203.9 


.9 


6966.4 


1880.9 


.9 


10029.4 


2707.9 


19.0 


4503.7 


1216.0 


24.0 


7022.2 


1896.0 


29.0 


10096.3 


2726.0 


.1 


4548.6 


1228.1 


.1 


7078.3 


1911.1 


.1 


10163.4 


2744.1 


.2 


4593.8 


1240.3 


.2 


7134.5 


1926.3 


.2 


10230.8 


2762.3 


.3 


4639.1 


1252.6 


.3 


7191.0 


1941.6 


.3 


10298.4 


2780.6 


.4 


4684.7 


1264.9 


.4 


7247.7 


1956.9 


.4 


10366.2 


2798.9 


.5 


4730.6 


1277.3 


.5 


7304.6 


1972.3 


.5 


10434.3 


2817.3 


.6 


4776.6 


1289.7 


.6 


7361.8 


1987.7 


.6 


10502.5 


2835.7 


.7 


4822.9 


1.302.2 


.7 


7419.1 


2003.2 


.7 


10571.0 


2854.2 


.8 


4869.3 


1314.7 


.8 


7476.7 


2018.7 


.8 


10639.7 


2872.7 


.9 


4916.0 


1327.3 


.9 


7534.6 


2034.3 


.9 


10708.6 


2891.3 


20.0 


4963.0 


1340.0 


25.0 


7592.6 


2050.0 


30.0 


10777.8 


2910.0 



76 



CUBIC CONTENTS OF LEVEE EMBANBaiENTS 



TABLE IV Side Slopes 3 : 1 

Crown 8 Feet 



Vertical 
Height 
in feet 


Cubic 
Yda. Per 

100 feet 

1 


Sq.Ft 
inCro6B 
Section 


Vertical 
Hraffht 
in feet 


Cubic 
Yda. Per 
100 feet 


So. Ft. 
inCroaa 
Section 


Vertical 
Height 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq.Ft. 
inCTOBi 
Section 


0.1 


3.07 


0.83 


5.1 


440.1 


118.8 


10.1 


1432.7 


386.8 


.2 


6.37 


1.72 * 


.2 


454.5 


122.7 


.2 


1458.2 


393.7 


.3 


9.9 


2.67 


.3 


469.1 


126.7 


.3 


1484.0 


400.7 


.4 


13.6 


3.68 


.4 


484.0 


130.7 


.4 


1509.9 


407.7 


.5 


17.6 


4.75 


.5 


499.1 


134.8 


.5 


1536.1 


414.8 


.6 


21.8 


5.88 


.6 


514.4 


138.9 


.6 


1562.5 


421.9 


.7 


26.2 


7.1 


.7 


529.9 


143.1 


.7 


1589.1 


429.1 


.8 


30.8 


8.3 


.8 


545.6 


147.3 


.8 


1616.0 


436.3 


.9 


35.7 


9.6 


.9 


561.6 


151.6 


.9 


1643.1 


443.6 


1.0 


40.7 


11.0 


6.0 


577.8 


156.0 


11.0 


1670.4 


451.0 


.1 


46.0 


12.4 


.1 


594.2 


160.4 


.1 


1697.9 


458.4 


.2 


51.6 


13.9 


.2 


610.8 


164.9 


.2 


1725.6 


465.9 


.3 


57.3 


15.5 


.3 


627.7 


169.5 


.3 


1753.6 


473.5 


.4 


63.3 


17.1 


.4 


644.7 


174.1 


.4 


1781.8 


481.1 


.5 


69.4 


18.8 


.5 


662.0 


178.8 


.5 


1810.2 


488.8 


.6 


75.9 


20.5 


.6 


679.6 


183.5 


.6 


1838.8 


496.5 


.7 


82.5 


22.3 


.7 


697.3 


188.3 


.7 


1867.7 


504.3 


.8 


89.3 


24.1 


.8 


715.3 


193.1 


.8 


1896.7 


512.1 


.9 


96.4 


26.0 


.9 


733.4 


198.0 


.9 


1926.0 


520.0 


2.0 


103.7 


28.0 


7.0 


751.9 


203.0 


12.0 


1955.6 


528.0 


.1 


111.2 


30.0 


.1 


770.5 


208.0 


.1 


1985.3 


536.0 


.2 


119.0 


32.1 


.2 


789.3 


213.1 


.2 


2015.3 


544.1 


.3 


126.9 


34.3 


.3 


808.4 


218.3 


.3 


2045.4 


552.3 


.4 


135.1 


36.5 


.4 


827.7 


223.5 


.4 


2075.9 


560.5 


.5 


143.5 


38.8 


.5 


847.2 


228.8 


.5 


2106.5 


568.8 


.6 


152.1 


41.1 


.6 


867.0 


234.1 


.6 


2137.3 


577. !• 


.7 


161.0 


43.5 


.7 


886.9 


239.5 


.7 


2168.4 


585.5 


.8 


170.1 


45.9 


.8 


907.1 


244.9 


.8 


2199.7 


593.9 


.9 


179.4 


48.4 


.9 


927.5 


250.4 


.9 


2231.2 


602.4 


3.0 


188.9 


51.0 


8.0 


948.1 


256.0 


13.0 


2263.0 


611.0 


.1 


198.6 


53.6 


.1 


969.0 


261.6 


.1 


2294.9 


619.6 


.2 


208.6 


56.3 


.2 


990.1 


267.3 


.2 


2327.1 


628.3 


.3 


218.8 


59.1 


.3 


1011.4 


273.1 


.3 


2359.5 


637.1 


.4 


229.2 


61.9 


.4 


1032.9 


278.9 


.4 


2392.1 


645.9 


.5 


239.8 , 


64.8 


.5 


1054.6 


284.8 


.5 


2425.0 


654.8 


.6 


250.7 


67.7 


.6 


1076.6 


290.7 


. .6 


2458.1 


663.7 


.7 


261.7 


70.7 


.7 


1098.8 


296.7 


.7 


2491.4 


672.7 


.8 


273.0 


73.7 


.8 


1121.2 


302.7 


.8 


2524.9 


681.7 


.9 


284.6 


76.8 


.9 


1143.8 


308.8 


.9 


2558.6 


690.8 


4.0 


296.3 


80.0 


9.0 


1166.7 


315.0 


14.0 


2592.6 


700.0 


.1 


.308.3 


83.2 


.1 


1189.7 


321.2 


.1 


2626.8 


709.2 


.2 


320.4 


86.5 


.2 


1213.0 


327.5 


.2 


2661.2 


718.5 


,3 


332.9 


89.9 


.3 


1236.6 


333.9 


.3 


2695.8 


727.9 


.4 


345.5 


93.3 


.4 


1260.3 


340.3 


.4 


2730.7 


737.3 


.5 


.358.3 


96.8 


.5 


1284.3 


346.8 


.5 


2765.7 


746.8 


.6 


371.4 


100.3 


.6 


1308.4 


353.3 


.6 


2801.0 


756.3 


.7 


384.7 


103.9 


.7 


1332.9 


359.9 


.7 


2836.6 


765.9 


.« 


398 2 


107.5 


.8 


1357.5 


366.5 


.8 


2872.3 


775.5 


.9 


412.0 


111.2 


.9 


1382.3 


373.2 


.9 


2908.3 


785.2 


6.0 


425.9 


115.0 


10.0 


1407.4 


380.0 


15.0 


2944.4 


795.0 



CUBIC CONTENTS OF LEVEK EMBANKMENTS 



TABLE IV Side Slopes 3 : 1 

Crown 8 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft, 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
in Cross 
Secticm 


15.1 


2980.9 


804.8 


20.1 


5084.6 


1372.8 


25.1 


7743.8 


2090.8 


.2 


3017.5 


814.7 


.2 


5132.3 


1385.7 


.2 


7802.7 


2106.7 


.3 


3054.3 


824.7 


.3 


5180.3 


1398.7 


.3 


7861.7 


2122.7 


.4 


3091.4 


834.7 


.4 


5228.4 


1411.7 


.4 


7921.0 


2138.7 


.5 


3128.7 


844.8 


.5 


5276.9 


1424.8 


.5 


7980.6 


2154.8 


.6 


3166.2 


854.9 


.6 


5325.5 


1437.9 


.6 


8040.3 


2170.9 


.7 


3204.0 


865.1 


.7 


5374.3 


1451.1 


.7 


8100.3 


2187.1 


.8 


3241.9 


875.3 


.8 


5423.4 


1464.3 


.8 


8160.4 


2203.3 


.9 


3280.1 


885.6 


.9 


5472.7 


1477.6 


.9 


8220.9 


2219.6 


16.0 


3318.5 


896.0 


21.0 


5522.2 


1491.0 


26.0 


8281.5 


2236.0 


.1 


3357.1 


906.4 


.1 


5572.0 


1504.4 


.1 


8342.3 


2252.4 


.2 


3396.0 


916.9 


.2 


5621.9 


1517.9 


.2 


8403.4 


2268.9 


.3 


3435.1 


927.5 


.3 


5672.1 


1531.5 


.3 


8464.7 


2285.5 


.4 


3474.4 


938.1 


.4 


5722.5 


1545.1 


.4 


8526.2 


2302.1 


.5 


3513.9 


948.8 


.5 


5773.1 


1558.8 


.5 


8588.0 


2318.8 


.6 


3553.6 


959.5 


.6 


5824.0 


1572.5 


.6 


8649.9 


2335.5 


.7 


3593.6 


970.3 


.7 


5875.1 


1586.3 


.7 


8712.1 


2352.3 


.8 


3633.8 


981.1 


.8 


5926.4 


1600.1 


.8 


8774.5 


2369.1 


.9 


3674.2 


992.0 


.9 


5977.9 


1614.0 


.9 


8837.1 


2386.0 


17.0 


3714.8 


1003.0 


22.0 


6029.6 


1628.0 


27.0 

* 


8900.0 


2403.0 


.1 


3755.7 


1014.0 


.1 


60^1.6 


1642.0 


.1 


8963.1 


2420.0 


.2 


3796.7 


1025.1 


.2 


6133.8 


1656.1 


.2 


9026.4 


2437.1 


.3 


3838.0 


1036.3 


.3 


6186.2 


1670.3 


.3 


9089.9 


2454.3 


.4 


3879.6 


1047.5 


.4 


6238.8 


1684.5 


.4 


W53.6 


2471.5 


.5 


3921.3 


1058.8 


.5 


6291.7 


1698.8 


.5 


9217.6 


2488.8 


.6 


3963.3 


1070.1 


.6 


6344.7 


1713.1 


.6 


9281.8 


2506.1 


.7 


4005.4 


1081.5 


.7 


6398.0 


1727.5 


.7 


9346.2 


2523.5 


.8 


4047.9 


1092.9 


.8 


6451.6 


1741.9 


.8 


9410.8 


2540.9 


.9 


4090.5 


1104.4 


.9 


6505.3 


1756.4 


.9 


9475.7 


2558.4 


18.0 


4133.3 


1116.0 


23.0 


6559.3 


1771.0 


28.0 


9540.7 


2576.0 


.1 


4176.4 


1127.6 


.1 


6613.4 


1785.6 


.1 


9606.0 


2593.6 


.2 


4219.7 


1139.3 


.2 


6667.9 


1800.3 


.2 


9671.6 


2611.3 


.3 


4263.2 


1151.1 


.3 


6722.5 


1815.1 


.3 


9737.3 


2629.1 


.4 


4307.0 


1162.9 


.4 


6777.3 


1829.9 


.4 


9803.3 


2646.9 


.5 


4350.9 


1174.8 


.5 


6832.4 


1844.8 


.5 


9869.4 


2664.8 


.6 


4395.1 


1186.7 


.6 


6887.7 


1859.7 


.6 


9935.9 


2682.7 


.7 


4439.5 


1198.7 


.7 


6943.2 


1874.7 


.7 


10002.5 


2700.7 


.8 


4484.1 


1210.7 


.8 


6999.0 


1889.7 


.8 


10069.3. 


2718.7 


.9 


4529.0 


1222.8 


.9 


7054.9 


1904.8 


.9 


10136.4 


2736.8 


19.0 


4574.1 


1235.0 


24.0 


7111.1 


1920.0 


29.0 


10203.7 

• 


2755.0 


.1 


4619.4 


1247.2 


.1 


7167.5 


1935.2 


.1 


10271.2 


2773.2 


.2 


4664.9 


1259.5 


.2 


7224.1 


1950.5 


.2 


10339.0 


2791.5 


.3 


4710.6 


1271.9 


.3 


7281.0 


1965.9 


.3 


10406.9 


2809.9 


.4 


4756.6 


1284.3 


.4 


7338.1 


1981.3 


.4 


10475.1 


2828.3 


.5 


4802.8 


1296.8 


.5 


7395.4 


1996.8 


.5 


10543.5 


2846.8 


.6 


4849.2 


1309.3 


.6 


7452.9 


2012.3 


.6 


10612.1 


2865.3 


.7 


4895.8 


1321.9 


.7 


7510.6 


2027.9 


.7 


10681.0 


2883.9 


.8 


4942.7 


1334.5 


.8 


7568.6 


2043.5 


.8 


10750.1 


2902.5 


.9 


4989.7 


1347.2 


.9 


7626.8 


2059.2 


.9 


10819.4 


2921.2 


20.0 


5037.0 


1360.0 


25.0 


7685.2 


2075.0 


30.0 


10888.9 


2940.0 



78 



CUBIC CONTEXTS OF LEVEE EMBAXKMEXTS 



TABLE IV Side Slopes 3 

Crown 9 Feet 



Vertical 
Height 
in feet 



0.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
1.0 

.1 
.2 
.3 
.4 
.5 



Cubic 

Yds. Per 

100 feet 



Sq. Ft. 
in Crots 
Section 



Vertical 
Height 
in feet 



Cubic 
Ydfl. Per 
100 feet 



8q. Ft. 
in Cron 
Section 



Vertical 
Height 
in feet 



Cubic 
Yds. Per 
100 feet 



3.44 
7.11 
11.0 
15.1 
19.4 

24.0 
28.8 
33.8 
39.0 
44.4 

50.1 
56.0 
62.1 
68.4 
75.0 



.6 


81.8 


.7 


88.8 


.8 


96.0 


.9 


103.4 


2.0 


111.1 


.1 


119.0 


.2 


127.1 


.3 


135.4 


.4 


144.0 


.5 


152.8 


.6 


161.8 


.7 


171.0 


.8 


180.4 


.9 


190.1 


3.0 


200.0 


.1 


210.1 


.2 


220.4 


.3 


231.0 


.4 


241.8 


.5 


252.8 


.6 


264.0 


.7 


275.4 


.8 


287.1 


.9 


299.0 


4.0 


311.1 




• 


.1 


323.4 


.2 


3.36.0 


.3 


348.8 


.4 


361.8 


.5 


375.0 


6 


388.4 


.7 


402.1 


.8 


416.0 


.9 


430.1 


5.0 


444.4 



Sq.Ft. 
inCrosa 
Section 



0.93 


5.1 


459.0 


123.9 


10.1 


1470.1 


396.9 


1.92 


.2 


473.8 


127.9 


.2 


1496.0 


403.9 


2.97 


.3 


488.8 


132.0 


.3 


1522.1 


411.0 


4.08 


.4 


504.0 


136.1 


.4 


1548.4 


418.1 


5.25 


.5 


519.4 


140.3 


.5 


1575.0 


425.3 


6.5 


.6 


535.1 


144.5 


.6 


1601.8 


432.5 


7.8 


.7 


551.0 


148.8 


-.7 


1628.8 


439.8 


9.1 


.8 


567.1 


153.1 


.8 


1656.0 


447.1 


10.5 


.9 


583.4 


157.5 


.9 


1683.4 


454.5 


12.0 


6.0 


600.0 


162.0 


11.0 


1711.1 


462.0 


13.5 


.1 


616.8 


166.5 


.1 


1739.0 


469.5 


15.1 


.2 


633.8 


171.1 


.2 


1767.1 


477.1 


16.8 


.3 


651.0 


175.8 


.3 


1795.4 


484.8 


18.5 


.4 


668.4 


180.5 


.4 


1824.0 


492.5 


20.3 


.5 


686.1 


185.3 


.5 


1852.8 


500.3 


22.1 


.6 


704.0 


190.1 


.6 


1881.8 


508.1 


24.0 


.7 


722.1 


195.0 


.7 


1911.0 


516.0 


25.9 


.8 


740.4 


199.9 


.8 


1940.4 


523.9 


27.9 


.9 


759.0 


204.9 


.9 


1970.1 


531.9 


30.0 


7.0 


777.8 


210.0 


12.0 

1 


2000.0 


540.0 


32.1 


.1 


796.8^ 


215.1 


.1 


2030.1 


548.1 


34.3 


.2 


816.0 


220.3 


.2 


2060.4 


556.3 


36.6 


.3 


835.4 


225.6 


.3 


2091.0 


564.6 


38.9 


.4 


855.1 


230.9 


.4 


2121.8 


572.9 


41.3 


.5 


875.0 


236.3 


.5 


2152.8 


581.3 


43.7 


.6 


895.1 


241.7 


.6 


2184.0 


589.7 


46.2 


.7 


915.4 


247.2 


.7 


2215.4 


598.2 


48.7 


.8 


936.0 


252.7 


.8 


2247.1 


606.7 


51.3 


.9 


956.8 


258.3 


.9 


2279.0 


615.3 


54.0 


8.0 


977.8 


264.0 


13.0 


2311.1 


624.0 


56.7 


.1 


999 


269.7 


.1 


2343.4 


6.32.7 


59.5 


.2 


1020.4 


275.5 


.2 


2376.0 


641 5 


62.4 


.3 


1042.1 


281.4 


.3 


2408.8 


650.4 


65.3 


. .4 


1064.0 


287.3 


.4 


2441.8 


659.3 


68.3 


.5 


1086.1 


293.3 


.5 


2475.0 


668.3 


71.3 


.6 


1108.4 


299.3 


.6 


2508.4 


677.3 


74.4 


.7 


1131.0 


305.4 


.7 


2542.1 


686 4 


77.5 


.8 


1153.8 


311.5 


.8 


2576.0 


695.5 


80.7 


.9 


1176.8 


317.7 


.9 


2610.1 


704.7 


84.0 


9.0 


1200.0 


324.0 


14.0 


2644.4 


714.0 


87.3 


.1 


1223.4 


330.3 


.1 


2679.0 


723.3 


90.7 ' 


.2 


1247.1 


336.7 


.2 


2713.8 


732.7 


94 2 


.3 


1271.0 


343.2 


.3 


2748.8 


742.2 


97.7 


.4 


1295.1 


349.7 


.4 


2784.0 


751.7 


101.3 


.5 


1319.4 


356.3 


.5 


2819.4 


761.3 


104.9 


.6 


1344.0 


362.9 


.6 


2855.1 


770.9 


108.6 


.7 


1368.8 


369.6 


.7 


2891.0 


780.6 


112.3 


.8 


1393.8 


376.3 


.8 


2927 . 1 


790.3 


116.1 


.9 


1419.0 


383.1 


.9 


2963.4 


800.1 


120 


10.0 


1444.4 


390.0 


15.0 


3000.0 


810.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



79 



TABLE IV Side Slopes 3 : 1 

Crown 9 Feet 



Vertical 
Height 
iofeet 


Cubic 
Yds. Per 
100 feet 


8q. Ft. 
in CroflB 
S(BCtion 


Vertioal 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


8q. Ft. 
inCroes 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sa.Pt. 
inCrosi 
Section 


15.1 


3036.8 


819.9 


20.1 


5159.0 


1392.9 


25.1 


7836.8 


2115.9 


.2 


3073.8 


829.9 


.2 


5207 . 1 


1405.9 


.2 


7896.0 


2131.9 


.3 


3111.0 


. 840.0 


.3 


5255.4 


1419.0 


.3 


7955.4 


2148.0 


.4 


3148.4 


850.1 


.4 


5304.0 


1432.1 


.4 


8015.1 


2164.1 


.5 


3186.1 


860.3 


, .5 


5352.8 


1445.3 


.5 


8075.0 


2180.3 


.6 


3224.0 


870.5 


.6 


5401.8 


1458.5 


.6 


8135.1 


2196.5 . 


.7 


3262.1 


880.8 


.7 


5451.0 


1471.8 


.7 


8195.4 


2212.8 


.8 


3300.4 


891.1 


.8 


5500.4 


1485.1 


.8 


8256.0 


2229.1 


.9 


3339.0 


901.5 


.9 


5550.1 


1498.5 


.9 


8316.8 


2245.5 


16.0 


3377.8 


912.0 


21.0 


5600.0 


1512.0 


26.0 


8377.8 


2262.0 


.1 


3416.8 


922.5 


.1 


5650.1 


1525.5 


.1 


8439.0 


2278.5 


2 


3456.0 


933.1 


.2 


5700.4 


1539.1 


.2 


8500.4 


2295.1 


.3 


3495.4 


943 8 


.3 


5751.0 


1552.8 


.3 


8562.1 


2311.8 


.4 


3535.1 


954.5 


.4 


5801.8 


1566.5 


.4 


8624.0 


2328.5 


.5 


3575.0 


965.3 


.5 

9 


5852.8 


1580.3 


.5 


8686.1 


2345.3 


.6 


3615.1 


976.1 


.6 


5904.0 


1594.1 


.6 


8748.4 


2362.1 


.7 


3655.4 


987.0 


.7 


5955.4 


1608.0 


.7 


8811.0 


2379.0 


.8 


3696.0 


997.9 


.8 


6007.1 


1621.9 


.8 


8873.8 


2395.9 


.9 


3736.8 


1008.9 


.9 


6059.0 


1635.9 


.0 


8936.8 


2412.9 


17.0 


3777.8 


1020.0 


22.0 


6111.1 


1650.0 


27.0 


9000.0 


2430.0 


.1 


3819.0 


1031.1 


.1 


6163.4 


1664.1 


.1 


9063.4 


2447.1 


.2 


3860.4 


1042.3 


.2 


6216.0 


1678.3 


.2 


9127.1 


2464.3 


.3 


3902.1 


1053.6 


.3 


6268.8 


1692.6 


.3 


9191.0 


2481.6 


.4 


3944.0 


1064.9 


.4 


6321.8 


1706.9 


.4 


9255.1 


2498.9 


.5 


3986.1 


1076.3 


.5 


6375.0 


1721.3 


.5 


9319.4 


2516.3 


.6 


4028.4 


1087.7 


.6 


6428.4 


1735.7 


.6 


9384.0 


2533.7 


.7 


4071.0 


1099.2 


.7 


6482.1 


1750.2 


.7 


9448.8 


2551.2 


.8 


4113.8 


1110.7 


.8 


6536.0 


1764.7 


.8 


9513.8 


2568.7 


.9 


4156. 8 


1122.3 


.9 


6590.1 


1779.3 


.9 


9579.0 


2586.3 


1«.0 


4200.0 


1134.0 


23.0 


6644.4 


1794.0 


28.0 


9644.4 


2604.0 


.1 


4243.4 


1145.7 


.1 


6699.0 


1808.7 


.1 


9710.1 


2621.7 


.2 


4287.1 


1157.5 


.2 


6753.8 


1823.5 


.2 


9776.0 


2639.5 


.3 


4331.0 


1169.4 


, .3 


6808.8 


1838.4 


.3 


9842.1 


2657.4 


.4 


4375.1 


1181.3 


.4 


6864.0 


1853.3 


.4 


9908.4 


2675.3 


.5 


4419.4 


1193.3 


.5 


6919.4 


1868.3 


.5 


9975.0 


2693.3 


.6 


4464.0 


1205.3 


.6 


6975.1 


1883.3 


.6 


10041.8 


2711.3 


.7 


4508.8 


1217.4 


.7 


7031.0 


1898.4 


.7 


10108.8 


2729.4 


.8 


4553.8 


1229.5 


.8 


7087.1 


1913.5 


.8 


10176.0 


2747.5 


.9 


4599.0 


1241.7 


.9 


7143.4 


1928.7 


.9 


10243.4 


2765.7 


J9.0 


4644.4 , 


1254.0 


24.0 


7200.0 


1944.0 


29.0 


10311.1 


2784.0 


.1 


4690.1 


. 1266.3 


.1 


7256.8 


1959.3 


.1 


10379.0 


2802.3 


.2 


4736.0 


1278.7 


.2 


7313.8 


1974.7 


.2 


10447.1 


2820.7 


.3 


4782.1 


1291.2 


.3 


7371.0 


1990.2 


.3 


10515.4 


2839.2 


.4 


4828.4 


1303.7 


.4 


7428.4 


2005.7 


.4 


10584.0 


2857.7 


.5 


4875.0 


1316.3 


.5 


7486.1 


2021.3 


.5 


10652.8 


2876.3 


.6 


4921.8 


1328.9 


.6 


7544.0 


2036.9 


.6 


10721.8 


2894.9 


.7 


4968.8 


1341.6 • 


.7 


7602.1 


2052 6 


.7 


10791.0 


2913.6 


.8 


5016.0 


1354.3 


.8 


7660.4 


2068.3 


.8 


10860.4 


2932.3 


.9 


5063.4 


1367,1 


.9 


7719.0 


2084.1 


.9 


10930.1 


2951 . 1 


2O.0 


5111.1 


1380.0 
1- 


25.0 


7777.8 


2100.0 


30.0 


11000.0 

1 


2970.0 



89 



CUBIC CONTENTS OP LEVEE EMBANKMENTS 



TABLE IV Side Slopes 3 : 1 

Grown 10 Feet 



Vertieal 
Height 
in feet 


Cubic 

Yde.Pftr 

100 feet 


inCroM 
Section 


Vertical 
Height 
infect 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCron 
Section 


Vertical 
Height 
infect 


Cubic 
Yds.Pbr 
100 feet 


8a.Pt 
inCfoa 
Seetioo 


0.1 


3.81 


1.03 


5.1 


477.9 


129.0 


10.1 


1507.5 


407.0 


.2 


7.85 


2.12 


.2 


493.0 


133.1 


.2 


1533.8 


414.1 


.3 


12.1 


3.27 


.3 


50a.4 


137.3 


.3 


1560.3 


421.3 


.4 


16.6 


4.48 


.4 


524.0 


141.5 


.4 


1587.0 


428.5 


.5 


21.3 


5.75 


.5 


539.8 


145.8 


.5 


1613.9 


435.8 


.6 


26.2 


7.1 


.6 


555.9 


150.1 


.6 


1641.0 


443.1 


.7 


31.4 


8.5 


.7 


572.1 


154.5 


.7 


1668.4 


450.5 


.8 


36.7 


9.9 


.8 


588.6 


158.9 


.8 


1696.0 


457.9 


.9 


42.3 


11.4 


.9 


605.3 


163.4 


.9 


1723.8 


465.4 


1.0 


48.1 


13.0 


6.0 


622.2 


168.0 


11.0 


1751.9 


473.0 


.1 


54.2 


, 14.6 


.1 


639.4 


172.6 


.1 


1780.1 


480.6 


.2 


60.4 


16.3 


.2 


656.7 


177.3 


.2 


1808.6 


488.3 


.3 


66.9 


18.1 


.3 


674.3 


182.1 


.3 


1837.3 


496 1 


.4 


73.6 


19.9 


.4 


692.1 


186.9 


.4 


1866.2 


503.9 


.5 


80.6 


21.8 


.5 


710.2 


191.8 

• 


.5 


1895.4 


511.8 


.6 


87.7 


23.7 


.6 


728.4 


196.7 


.6 


1924.7 


519.7 


.7 


95.1 


25.7 


.7 


746.9 


201.7 


.7 


1954.3 


527.7 


.8 


102.7 


27.7 


.8 


765.6 


206.7 


.8 


1984.1 


535.7 


.9 


110.5 


29.8 


.9 


784.6 


211.8 


.9 


2014.2 


543.8 


2.0 


118.5 


32.0 


7.0 


803.7 


217.0 


12.0 


2044.4 


552.0 


.1 


126.8 • 


34.2 


.1 


823.1 


222.2 


.1 


2074.9 


560.2 


.2 


135.3 


36.5 


.2 


842.7 


227.5 


.2 


2105.6 


568.5 


.3 


144.0 


38.9 


.3 


862.5 


232.9 


.3 


2136 6 


576.9 


.4 


152.9 


41.3 


.4 


882.5 


238.3 


.4 


2167.7 


585.3 


.5 


162.0 


43.8 


.5 


902.8 


243.8 


.5 


2199.1 


593.8 


.6 


171.4 


46.3 


.6 


923.3 


249.3 


.6 


2230.7 


602.3 


.7 


181.0 


48.9 


.7 


944.0 


254. ^ 


.7 


2262.5 


610.9 


.8 


190.8 


51.5 


.8 


964.9 


260.5 


.8 


2294.5 


619.5 


.9 


200.9 


54.2 


.9 


986.0 


266.2 


.9 


2326.8 


628.2 


3.0 


211.1 


57.0 


8.0 


1007.4 


272.0 


13.0 


2359.3 


637.0 


.1 


221.6 


59.8 


.1 


1029.0 


277.8 


.1 


2392.0 


645.8 


-2 


232.3 


62.7 


.2 


1050.8 


283.7 


.2 


2424.9 


654.7 


.3 


243.2 


65.7 


.3 


1072.9 


289.7 


.3 


2458.0 


663. r 


.4 


254.4 


68.7 


.4 


1095.1 


295.7 


.4 


2491.4 


672.7 


.5 


265.7 


71.8 


.5 


1117.6 


301.8 


.5 


2525.0 


681.8 


.6 


277.3 


74.9 


.6 


1140.3 


307.9 


.6 


2558.8 


690.9 


.7 


289.1 


78.1 


.7 


1163.2 


314.1 


.7 


2592.9 


700.1 


.8 


.301.2 


81.3 


.8 


1186.4 


320.3 


.8 


26:^7.1 


709.3 


.9 


313.4 


84.6 


. .9 


1209.7 


326.6 


.9 


2661.6 


718.6 


4.0 


325.9 


88.0 


9.0 


1233.3 


333.0 


14.0 


2696.3 


728.0 


.1 


338.6 


91.4 


.1 


1257.1 


339.4 


.1 


2731.2 


737.4 


^ 


351.6 


94.9 


.2 


1281.2 


345.9 


.2 


2766.4 


746.9 


Ji 


364.7 


98.5 


.3 


1305.4 


352.5 


.3 


2801.7 


756.5 


.4 


378.1 


102.1 


.4 


1329.9 


359.1 


.4 


2837.3 


766.1 


JS 


391.7 


105.8 


.5 


1354.6 


365.8 


.5 


2873.1 


775.8 


JS 


405.5 


109.5 


.6 


1379.6 


372.5 


.6 


2909.2 


785.5 


.7 


419.5 


113.3 


.7 


1404.7 


379.3 


.7 


2945.4 


795.3 


.8 


433.8 


117.1 


.8 


1430.1 


386.1 


.8 


2981.9 


805.1 


-9 


448.3 


121.0 


.9 


1455.7 


393.0 


.9 


3018.6 


815.0 


5.0 


463.0 


125.0 


10.0 


1481.5 


400.0 


15.0 


3055.6 


825.0 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



81 



TABLE IV Side Slopes 3 : 1 

Crown 10 Feet 



erticd 
ieight 
infcet 


Cubic 
Yd8.Fbr 
100 feet 


So. Ft. 
inCrosB 
Section 


Vertical 
Height 
in feet 


Cubic 
Yd«.Pbr 
100 feet 


Sq.Pt 
inCroB 
Section 


Vertaeal 
Heiffht 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
in Cross 
Section 


15.1 


3092.7 


835.0 


20.1 


5233.4 


1413.0 


25.1 


7929.7 


2141.0 


.2 


3130.1 


845.1 


.2 


5281.9 


1426.1 


.2 


7989.3 


2157.1 


.3 


3167.7 


855.3 


.3 


5330.6 


1439.3 


.3 


8049.1 


2173.3 


.4 


3205.5 


865.5 


.4 


5379.6 


1452.5 


.4 


8109.2 


2189.5 


.5 


3243.5 


875.8 


.5 


5428.7 


1465.8 


.5 


8169.4 


2205.8 


.6 


3281.8 


886.1 


.6 


5478.1 


1479.1 


.6 


8229.9 


2222.1 


.7 


3320.3 


896.5 


.7 


5527.7 


1492.5 


.7 


8290.6 


2238.5 


.8 


3359.0 


906.9 


.8 


5577.5 


1505.9 


.8 


8351.6 


2254.9 


.9 


3397.9 


917.4 


.9 


5627.5 


1519.4 


.9 


8412.7 


2271.4 


16.0 


3437.0 


928.0 


21.0 


5677.8 


1533.0 


26.0 


8474.1 


2288.0 


.1 


3476.4 


938.6 


.1 


5728.3 


1546.6 


.1 


8535.7 


2304.6 


.2 


3516.0 


949.3 


.2 


5779.0 


1560.3 


.2 


8597.5 


2321.3 


.3 


3555.8 


960.1 


.3 


5829.9 


1574.1 


.3 


8659.5 


2338.1 


.4 


3595.9 


970.9 


.4 


5881.0 


1587.9 


.4 


8721.8 


2354.9 


.5 


3636.1 


981.8 


.5 


5932.4 

• 


1601.8 


.5 


8784.3 


2371.8 


.6 


3676.6 


992.7 


.6 


5984.0 


1615.7 


.6 


8847.0 


2388.7 


.7 


3717.3 


1003.7 


.7 


6035.8 


1629.7 


.7 


8909.9 


2405.7 


.8 


3758.2 


1014.7 


.8 


6087.9 


1643.7 


.8 


8973.0 


2422.7 


.9 


3799.4 


1025.8 


.? 


6140.1 


1657.8 


.9 


9036.4 


2439.8 


17.0 


3840.7 


1037.0 


22.0 


6192.6 


1672.0 


27.0 


9100.0 


2457.0 


.1 


3882.3 


1048.2 


.1 


6245.3 


1686.2 


.1 


9163.8 


2474.2 


.2 


3924.1 


1059.5 


.2 


6298.2 


1700.5 


.2 


9227.9 


2491.5 


.3 


3966.2 


1070.9 


.3 


6351.4 


1714.9 


.3 


9292.1 


2508.9 


.4 


4008.4 


1082.3 


.4 


6404.7 


•1729.3 


.4 


9356.6 


2526.3 


.5 


4050.9 


1093.8 


.5 


6458.3 


1743.8 


.5 


9421.3 


2543.8 


.6 


4093.6 


1105.3 


.6 


6512.1 


1758.3 


.6 


9486.2 


2561.3 


.7 


4136.6 


1116.9 


.7 


6566.2 


1772.9 


.7 


9551.4 


2578.9 


.8 


4179.7 


1128.5 


.8 


6620.4 


1787.5 


.8 


9616.7 


2596.5 


.9 


4223.1 


1140.2 


.9 


6674.9 


1802.2 


.9 


9682.3 


2614.2 


18.0 


4266.7 


1152.0 


23.0 


6729.6 


1817.0 


28.0 


9748.1 


2632.0 


.1 


4310.5 


1163.8 


.1 


6784.6 


1831.8 


.1 


9814.2 


2649.8 


.2 


4354.5 


1175.7 


.2 


6839.7 


1846.7 


.2 


9880.4 


2667.7 


.3 


4398.8 


1187.7 


.3 


6895.1 


1861.7 


.3 


9946.9 


2685.7 


.4 


4443.3 


1199.7 


.4 


6950.7 


1876.7 


.4 


10013.6 


2703.7 


.5 


4488.0 


1211.8 


.5 


7006.5 


1891.8 


.5 


10080.6 


2721.8 


.6 


4532.9 


1223.9 


.6 


7062.5 


1906.9 


.6 


10147.7 


2739.9 


.7 


4578.0 


1236.1 


.7 


7118.8 


1922.1 


.7 


10215.1 


2758.1 


.8 


4623.4 


1248.3 


.8 


7175.3 


1937. a 


• .8 


10282.7 


2776.3 


.9 


4669.0 


1260.6 


.9 


7232.0 


1952.6 


.9 


10350.5 


2794.6 


19.0 


4714.8 


1273.0 


24.0 


7288.9 


1968.0 


29.0 


10418.5 


2813.0 


.1 


4760.9 


1285.4 


.1 


7346.0 


1983.4 


.1 


10486.8 


2831.4 


.2 


4807.1 


1297.9 


.2 


7403.4 


1998.9 


.2 


10555.3 


2849.9 


.3 


4853.6 


1310.5 


.3 


7461.0 


2014.5 


.3 


10624.0 


2868.5 


.4 


4900.3 


1323.1 


.4 


7518.8 


2030.1 


.4 


10692.9 


2887.1 


.5 


4947.2 


1335.8 


.5 


7576.9 


2045.8 


.5 


10762.0 


2905.8 


.6 


4994.4 


1348.5 


.6 


7635.1 


2061.5 


.6 


10831.4 


2924.5 


.7 


5041.7 


1361.3 


.7 


7693.6 


2077.3 


.7 


10901.0 


2943.3 


.8 


5089.3 


1374.1 


.8 


7752.3 


2093.1 


.8 


10970.8 


2962.1 


.9 


5137.1 


1387.0 


.9 


7811.2 


2109.0 


.9 


11040.9 


2981.0 


20.0 


5185.2 


1400.0 


25.0 


7870.4 


2125.0 


30.0 


11111.1 


3000.0 



82 



CUBIC COXTEXTS OF LEVEE EHBAXKMEXTS 



TABLE V Side Slopes 1} : 1 and 2 : 1 

Crown 1 Foot 



VtrtiMl 
Hdgbt 
in feet 


Cobie 
Y<fa.F^ 
100 foci 

• 


8q.Pt 

iaCrai 

SaetaoB 


Hekht 
mfcek 


Cobie 
Y<fa.F^ 
lOOfwt 


8q.Pt 
hiCrai 

SeetioB 


99 _^_M* ■ 

Hddbt 
kfeet 


Cobie 
T<fa.Ftar 
100 feet 


inCrao 
SeeCion 


0.1 


• 

0.435 


0.118 


5.1 


187.5 


50.6 


10.1 


698.6 


188.6 


.2 


1.000 


0.270 


.2 


194.5 


52.5 


.2 


712.1 


192.3 


.3 


1.69 


0.458 


.3 


201.7 


54.5 


.3 


725.8 


196 


.4 


2.52 


0.680 


.4 


209.0 


56.4 


.4 


739.6 


199.7 


.5 


3.47 


0.94 


.5 


216.4 


58.4 


.5 


753.5 


203.4 


.6 


4.54 


1.23 


.6 


224.0 


60.5 


.6 


767.5 


207.2 


.7 


5.77 


1.56 


.7 


231.7 


62.6 


.7 


781.7 


211.1 


.8 


7.1 


1.92 


.8 


239.5 


64.7 


.8 


796.0 


214.9 


.9 


8.6 


2.32 


.9 


247.5 


66.8 


.9 


810.4 


218.8 


1.0 


10.2 


2.75 


6.0 


255.6 


69.0 


11.0 


825.0 


222.8 


.1 


11.9 


3.22 


.1 


263.8 


71.2 


.1 


839.7 


226.7 


.2 


13.8 


3.72 


.2 


272.1 


73.5 


.2 


854.5 


230.7 


.3 


15.8 


4.26 


.3 


280.6 


75.8 


.3 


869.5 


234.8 


.4 


17.9 


4.83 


.4 


289.2 


78.1 


.4 


884.6 


238.8 


.5 


20.1 


5.44 


.5 


297.9 


80.4 


.5 


899.8 


242.9 


.6 


22.5 


6.1 


.6 


306.8 


82.8 


.6 


915.1 


247.1 


.7 


25.0 


6.8 


.7 


315.8 


85.3 


.7 


930.6 


251.3 


.8 


27.7 


7.5 


.8 


324.9 


87.7 


.8 


946.2 


255.5 


.9 


30.4 


8.2 


.9 


334.1 


90.2 


.9 


961.9 


259.7 


2.0 


33.3 


9.0 


7.0 


343.5 


92.8 


12.0 


977.8 


264.0 


.1 


36.4 


9.8 


.1 


353.0 


95.3 


.1 


993.8 


268.3 


.2 


39.5 


10.7 


.2 


362.7 


97.9 


.2 


1009.9 


272.7 


.3 


42.8 


11.6 


.3 


. 372.4 


100.6 


.3 


1026.1 


277.1 


.4 


46.2 


12.5 


.4 


382.3 


103.2 


.4 


1042.5 


281.5 


.5 


49.8 


13.4 


.5 


392.4 


105.9 


.5 


1059.0 


285.9 


.6 


53.4 


14.4 


.6 


402.5 


108.7 


.6 


1075.7 


290.4 


.7 


57.3 


15.5 


.7 


412.8 


111.5 


.7 


1092.4 


295.0 


.8 


61.2 


16.5 


.8 


423.2 


114.3 


.8 


1109.3 


299.5 


.9 


65.3 


17.6 


.9 


433.8 


117.1 


.9 


1126.4 


304.1 


3.0 


69.4 


18.8 


8.0 


444.4 


120.0 


13.0 


1143.5 


308.8 


.1 


73.8 


19.9 


.1 


455.3 


122.9 


.1 


1160.8 


313.4 


.2 


78.2 


21.1 


.2 


466.2 


125.9 


.2 


1178.2 


318.1 


.3 


82.8 


22.4 


.3 


477.3 


128.9 


.3 


1195.8 


322.9 


.4 


87.5 


23.6 


.4 


488.4 


131.9 


.4 


1213.4. 


327.6 


.5 


92.4 


24.9 


.5 


499.8 


134.9 


.5 


1231.3 


332.4 


.6 


97.3 


26.3 


.6 


511.2 


138.0 


.6 


1249.2 


337.3 


.7 


102.4 


27.7 


.7 


522.8 


141.2 


.7 


1267.3 


342.2 


.8 


107.7 


29.1 


• .8 


534.5 


144.3 


.8 


1285.4 


347.1 


.9 


113.0 


30.5 


.9 


546.4 


147.5 


.9 


1303.8 


352.0 


4.0 


118.5 


32.0 


9.0 


558.3 


150.8 


14.0 


1322.2 


357.0 


.1 


124.1 


33.5 


.1 


570.4 


154.0 


.1 


1340.8 


362.0 


.2 


129.9 


35.1 


.2 


582.7 


157.3 


.2 


1359.5 


367.1 


.3 


135.8 


36.7 


.3 


595.0 


160.7 


.3 


1378.4 


372.2 


.4 


141.8 


38.3 


.4 


607.5 


164.0 


.4 


1397.3 


377.3 


.5 


147.9 


39.9 


.5 


620.1 


167.4 


.5 


1416.4 


382.4 


.6 


154.2 


41.6 


.6 


632.9' 


170.9 


.6 


1435.7 


387.6 


.7 


160.6 


43.4 


.7 


645.8 


174.4 


.7 


1455.0 


392.9 


.8 


167.1 


45.1 


.8 


658.8 


177.9 


.8 


M74.5 


398.1 


.9 


173.8 


46.9 


.9 


671.9 


181.4 


.9 


1494.1 


403.4 


■i.O 


180.6 


48.8 

1 


10.0 


685.2 


185.0 


15.0 


1513.9 


408.8 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



83 



TABLE V Side Slopes 1} : 1 and 2 : 1 

Crown 1 Foot 



Vertioal 
Heisht 


CubM 
Yd8.IVr 


8a.Pt. 
inCroai 


Verticd 
Height 


Cubic 
Ydi.1^ 


Sq.Pt 
inCroH 


Vertieal 
Hebtht 
bfSt 


Cubic 
Yd8.F^ 


8a.Pt. 
inCroas 


in feet 


100 feet 


8eetk» 


in feet 


100 feet 


Seetin 


100 feet 


Seetioo 


15.1 


1533.8 


414.1 


20.1 


2693.0 


727.1 


25.1 


4176.4 


1127.6 


.2 


1553.8 


419.5 


.2 


2719.5 


734.3 


.2 


4209.3 


1136.5 


.3 


1573.9 


425.0 


.3 


2746.1 


741.5 


.3 


4242.4 


1145.5 


.4 


1594.2 


430.4 


.4 


2772.9 


748.7 


.4 


4275.7 


1154.4 


.5 


1614.6 


435.9 


.5 


2799.8 


755.9 


.5 


4309.0 


1163.4 


.6 


1635.1 


441.5 


.6 


2826.8 


763.2 


.6 


4342.5 


1172.5 


.7 


1655.8 


447.1 


.7 


2853.9 


770.6 


.7 


4376.1 


1181.6 


.8 


1676.6 


452.7 


.8 


2881.2 


777.9 


.8 


4409.9 


1190.7 


.9 


1697.5 


458.3 


.9 


2908.6 


785.3 


.9 


4443.8 


1199.8 


16.0 


1718.5 


464.0 


21.0 


2936.1 


792.8 


26.0 


4477.8 


1209.0 


.1 


1739.7 


469.7 


.1 


2963.8 


800.2 


.1 


4511.9 


1218.2 


.2 


1761.0 


475.5 


.2 


2991.6 


807.7 


.2 


4546.2 


1227.5 


.3 


1782.4 


481.3 


.3 


3019.5 


815.3 


.3 


4580.6 


1236.8 


.4 


1804.0 


487.1 


.4 


3047.5 


822.8 


.4 


4615.1 


1246.1 


.5 


1825.7 


492.9 


.5 


3075.7 


830.4 


.5 


4649.8 


1255.4 


.6 


1847.5 


408.8 


.6 


3104.0 


838.1 


.6 


4684.6 


1264.8 


.7 


1869.5 


504.8 


.7 


3132.4 


845.8 


.7 


4719.5 


1274.3 


.8 


1891.6 


510.7 


.8 


3161.0 


853.5 


.8 


4754.5 


1283.7 


• SL 


1913.8 


516.7 


.9 


3189.7 


861.2 


.9 


4789.7 


1293.2 


17.0 


1936.1 


522.8 


22.0 


3218.5 


869.0 


27.0 


4825.0 


1302.8 


.1 


1958.6 


52».8 


.1 


3247.5 


876.8 


.1 


4860.4 


1312.3 


.2 


1981.2 


534.9 


.2 


3276.6 


884.7 


.2 


4896.0 


1321.9 


.3 


2003.9 


541.1 


.3 


3305.8 


892.6 


.3 


4931.7 


1331.6 


.4 


2026.8 


547.2 


.4 


3335.1 


900.5 


.4 


4967.5 


1341.2 


.5 


2049.8 


553.4 


.5 


3364.6 


908.4 


.5 


5003.5 

• 


1350.9 


.6 


2072.9 


559.7 


.6 


3394.2 


916.4 


.6 


5039.6 


1360.7 


.7 


2096.1 


566.0 


.7 


3423.9 


924.5 


.7 


5075.8 


1370.5 


.8 


2119.5 


572.3 


.8 


3453.8 


932.5 


.8 


5112.1 


1380.3 


.9 


2143.0 


• 578.6 


.9 


3483.8 


940.6 


.9 


5148.6 


1390.1 


18.0 


2166.7 


585.0 


23.0 


3513.9 


948.8 


28.0 


5185.2 


1400.0 


.1 


2190.4 


591.4 


.1 


3544.1 


956.9 


.1 


5221.9 


1409.9 


.2 


2214.3 


597.9 


.2 


3574.5 


965.1 


.2 


5258.8 


1419.9 


.3 


2238.4 


604.4 


.3 


3605.0 


973.4 


.3 


5295.8 


1429.9 


.4 


2262.5 


610.9 


.4 


3635.7 


981.6 


.4 


5332.9 


1439.9 


.5 


2286.8 


617.4 


.5 


3666.4 


989.9 


.5 


5370.1 


1449.9 


.6 


2311.2 


624.0 


.6 


3697.3 


998.3 


.6 


5407.5 


1460.0 


.7 


2335.8 


630.7 


.7 


3728.4 


1006.7 


.7 


5445.0 


1470.2 


.8 


2360.4 


637.3 


.8 


3759.5 


1015.1 


.8 


5482.7 


1480.3 


.9 


2385.3 


644.0 


.9 


3790.8 


1023.5 


.9 


5520.4 


1490.5 


19.0 


2410.2 


650.8 


24.0 


3822.2 


1032.0 


29.0 


5558.3 


1500.8 


.1 


2435.3 


657.5 


.1 


3853.8 


1040.5 


.1 


5596.4 


1511.0 


.2 


2460.4 


664.3 


.2 


3885.4 


1019.1 


.2 


5634.5 


1521.3 


.3 


2485.8 


671.2 


.3 


.3917.3 


1057.7 


.3 


5672.8 


1531.7 


.4 


2511.2 


678.0 


.4 


3949.2 


1066.3 


.4 


5711.2 


1542.0 


.5 


2536.8 


684.9 


.5 


3981.3 


1074.9 


.5 


5749.8 


1552.4 


.6 


2562.5 


691.9 


.6 


4013.4 


1083.6 


.6 


5788.4 


1562.9 


.7 


2588.4 


698.9 


.7 


4045.8 


1092.4 


.7 


5827.3 


1573.4 


.8 


2614.3 


705.9 


.8 


4078.2 


1101.1 


.8 


5866.2 


1583.9 


.9 


2640.4 


712.9 


.9 


4110.8 


1109.9 


.9 


5905.3 


1594.4 


20.0 


2666.7 


720.0 


25.0 


4143.5 


1118.8 


30.0 


5944.4 


1605.0 



84 



CL'BIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE V Side Slopes 1) : 1 and 2 : 1 

Crown 2 Feet 



Vertieel 
Height 
in feet 


Cabie 
Yds. Per 
100 feet 


Sq.Ft. 
inCroBi 
Seetkm 


Vcrtieal 
Hdgbt 
infect 


Cubie 
YdcFto 
100 feet 


So-Ft 

inCrea 

SeetioB 


W9 _^_M* ■ 

Hcigbt 
infect 


Cobie 
T<fa.IVr 
100 feet 


8q.Ft 
inCnw 
Seelaoo 


0.1 


0.81 


0.218 


5.1 


206.4 


55.7 


10.1 


736.0 


198.7 


.2 


1.74 


0.470 


.2 


213.8 


57.7 


.2 


749.9 


202.5 


.3 


2.81 


0.758 


.3 


221.3 


59.8 


.3 


763.9 


206 3 


.4 


4.00 


1.08 


.4 


229.0 


61.8 


.4 


778.1 


210.1 


.5 


5.32 


1.44 


.5 


236.8 


63.9 


.5 


792.4 


213.9 


.6 


6.8 


1.83 


.6 


244.7 


66.1 


.6 


806.8 


217.8 


.7 


8.4 


2.26 


.7 


252.8 


68.3 


.7 


821.3 


221.8 


.8 


10.1 


2.72 


.8 


261.0 


70.5 


.8 


836.0 


225.7 


.9 


11.9 


3.22 


.9 


269.3 


72.7 


.9 


850.8 


229.7 


1.0 


13.9 


3.75 


6.0 


277.8 


75.0 


11.0 


865.7 


233.8 


.1 


16.0 


4.32 


.1 


286.4 


77.3 


.1 


880.8 


237.8 


.2 


18.2 


4.92 


.2 


295.1 


79.7 


.2 


896.0 


241.9 


.3 


20.6 


5.56 


.3 


303.9 


82.1 


.3 


911.3 


246.1 


.4 


23.1 


6.2 


.4 


312.9 


84.5 


.4 


926.8 


250.2 


.5 


25.7 


6.9 


.5 


322.0 


86.9 


.5 


942.4 


254.4 


.6 


28.4 


7.7 


.6 


331.2 


89.4 


.6 


958.1 


258 7 


.7 


31.3 


8.5 


.7 


340.6 


92.0 


.7 


973.9 


263.0 


.8 


34.3 


9.3 


.8 


350.1 


94.5 


.8 


989.9 


267.3 


.9 


37.5 


10.1 


.9 


359.7 


97.1 


.9 


1006.0 


271.6 


2.0 


40.7 


11.0 


7.0 


369.4 


99.8 


12.0 


1022.2 


276.0 


.1 


44.1 


11.9 


.1 


379.3 


102.4 


.1 


1038.6 


280.4 


.2 


47.7 


12.9 


.2 


389.3 


105.1 


.2 


1055.1 


284 9 


.3 


51.3 


13.9 


.3 


399.5 


107.9 


.3 


1071.7 


289 4 


.4 


55.1 


14.9 


.4 


409.7 


110.6 


.4 


1088.4 


293.9 


.5 


59.0 


15.9 


.5 


420.1 


113.4 


.5 


1105.3 

• 


298.4 


.6 


63.1 


17.0 


.6 


430.7 


116.3 


.6 


1122.3 


303.0 


.7 


67.3 


18.2 


.7 


441.3 


119.2 


.7 


1139.5 


307.7 


.8 


71.6 


19.3 


.8 


452.1 


122.1 


.8 


1156.7 


312.3 


.9 


76.0 


20.5 


.9 


463.0 


125.0 


.9 


1174.1 


317.0 


3.0 


80.6 


21.8 


8.0 


474.1 


128.0 


13.0 


1191.7 


321.8 


.1 


85.3 


23.0 


.1 


485.3 


131.0 


.1 


1209.3 


326.5 


.2 


90.1 


24.3 


.2 


496.6 


134.1 


.2 


1227.1 


331.3 


.3 


95.0 


25.7 


.3 


508.0 


137.2 


.3 


1245.0 


336.2 


.4 


100.1 


27.0 


.4 


519.6 


140.3 


.4 


1263.1 


341.0 


.5 


105.3 


28.4 


.5 


531.3 


143.4 


.5 


1281.3 


345.9 


.6 


110.7 


29.9 


.6 


543.1 


146.6 


.6 


1299.6 


350.9 


.7 


116.1 


31.4 


.7 


555.0 


149.9 


.7 


1318.0 


355.9 


.8 


121.7 


32.9 


.8 


567.1 


153.1 


.8 


1336.6 


360.9 


.9 


127.5 


34.4 


.9 


579.3 


156.4 


.9 


1355.3 


365.9 


4.0 


133.3 


36.0 


9.0 


591.7 


159.8 


14.0 


1374.1 


371.0 


.1 


139.3 


37.6 


.1 


604.1 


163.1 


.1 


1393.0 


376.1 


.2 


145.4 


39.3 


.2 


616.7 


166.5 


.2 


1412.1 


381.3 


.3 


151.7 


41.0 


.3 


629.5 


170.0 


.3 


1431.3 


386.5 


.4 


158.1 


42.7 


.4 


642.3 


173.4 


.4 


1450.7 


391.7 


.5 


164.6 


44.4 


.5 


655.3 


176.9 


.5 


1470.1 


396.9 


.6 


171.2 


46.2 


.6 


668.4 


180.5 


.6 


1489.7 


402.2 


.7 


178.0 


48.1 


.7 


681.7 


184.1 


.7 


1509.5 


407.6 


.8 


184.9 


49.9 


.8 


695.1 


187.7 


.8 


1529.3 


412.9 


.9 


191.9 


51.8 


.9 


708.6 


191.3 


.9 


1549.3 


418.3 


5.0 


199.1 


53.8 


10.0 


722 2 


195.0 


15.0 


1569.4 


423.8 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



85 



TABLE V 



Side Slopes 1} 
Crown 2 Feet 



1 and 2 



'ertieal 


Cubio 


inCroM 


Vertkal 


Cubio 


So. Ft 
inCroH 


Vertiod 


Cubio 


So. Ft 
inCrosi 


Height 


Y<fa.Per 


Height 


YH8.Pto- 


Height 


Yds-Ptor 


mfeet 


100 feet 


Seetioo 


in feet 


100 feet 


oeotion 


in feet 


100 feet 


Section 


15.1 


1589.7 


429.2 


20.1 


2767.5 


• 
747.2 


25.1 


4269.3 


1152.7 


.2 


1610.1 


434.7 


.2 


2794.3 


754.5 


.2 


4302.7 


1161.7 


.3 


1630.6 


440.3 


.3 


2821.3 


761.8 


.3 


4336.1 


1170.8 


.4 


1651.2 


• 445.8 


.4 


2848.4 


769.1 


.4 


4369.7 


1179.8 


.5 


1672.0 

• 


451.4 


.5 


2875.7 


776.4 


.5 


4403.5 


1188.9 


.6 


1692.9 


457.1 


.6 


2903.1 


783.8 


.6 


4437.3 


1198.1 


.7 


1713.9 


462.8 


.7 


2930.6 


791.3 


.7 


4471.3 


1207.3 


.8 


1735.1 


468.5 


.8 


2958.2 


798.7 


.8 


4505.4 


1216.5 


.9 


1756.4 


474.2 


21.^ 


2986.0 


806.2 


.9 


4539.7 


1225.7 


16.0 


1777.8 


480.0 


3013.9 


813.8 


26.0 


4574.1 


1235.0 


.1 


1799.3 


485.8 


.1 


3041.9 


821.3 


.1 


4608.6 


1244.3 


.2 


1821.0 


491.7 


.2 


3070.1 


828.9 


.2 


4643.2 


1253.7 


.3 


1842.8 


497.6 


.3 


3098.4 


836.6 


.3 


4678.0 


1263.1 


.4 


1864.7 


503.5 


.4 


3126.8 


844.2 


.4 


4712.9 


1272.5 


.5 


1886.8 


509.4 


.5 


3155.3 


851.9 


.5 


4747.9 


1281.9 


.6 


1909.0 


515.4 


.6 


3184.0 


859.7 


.6 


4783.1 


1291.4 


.7 


1931.3 


521.5 


.7 


3212.8 


867.5 


.7 


4818.4 


1301.0 


.8 


1953.8 


527.5 


.8 


3241.7 


875.3 


.8 


4853.8 


1310.5 


.9 


1976.4 


533.6 


.9 


3270.8 


883.1 


.9 


4889.3 


1320.1 


17.0 


1999.1 


539.8 


22.0 


3300.0 


891.0 


27.0 


4925.0 


1329.8 


.1 


2021.9 


545.9 


.1 


3329.3 


898.9 


.1 


4960.8 


1339.4 


.2 


2044.9 


552.1 


.2 


3358.8 


906.9 


.2 


4996.7 


1349.1 


.3 


2068.0 


558.4 


.3 


3388.4 


914.9 


.3 


5032.8 


1358.9 


.4 


2091.2 


564.6 


.4 


3418.1 


922.9 


.4 


5069.0 


1368.6 


.5 


2114.6 


570.9 


.5 


3447.0 


930.9 


.5 


5105.3 


1378.4 


.6 


2138.1 


577.3 


.6 


3477.9 


939.0 


.6 


5141.8 


1388.3 


.7 


2161.7 


583.7 


.7 


3508.0 


947.2 


.7 


5178.4 


1398.2 


.8 


2185.4 


590.1 


.8 


3538.2 


955.3 


.8 


5215.1 


1408.1 


.9 


2209.3 


596.5 


.9 


3568.6 


. 963.5 


.9 


5251.9 


1418.0 


18.0 


2233.3 


603.0 


23.0 


3599.1 


971.8 


28.0 


5288.9 


1428.0 


.1 


2257.5 


609.5 


.1 


3629.7 


980.0 


.1 


5326.0 


1438.0 


.2 


2281.7 


616.1 


.2 


3660.4 


988.3 


.2 


5363.2 


1448.1 


.3 


2306.1 


622.7 


.3 


3691.3 


996.7 


.3 


5400.6 


1458.2 


.4 


2330.7 


629.3 


.4 


3722.3 


1005.0 


.4 


5438.1 


1468.3 


.5 


2355.3 


635.9 


.5 


3753.5 


1013.4 


.5 


5475.7 


1478.4 


.6 


2380.1 


642.6 


.6 


3784.7 


1021.9 


.6 


5513.4 


1488.6 


.7 


2405.0 


649.4 


.7 


3816.1 


1030.4 


.7 


5551.3 


1498.9 


.8 


2430.1 


656.1 


.8 


3847.7 


1038.9 


.8 


5589. 3 


1509.1 


.9 


2455.3 


662.9 


.9 


3879.3 


1047.4 


.9 


5627.5 


1519.4 


19.0 


2480.6 


669.8 


24.0 


3911.1 


1056.0 


29.0 


5665.7 


1529.8 


.1 


2506.0 


676.6 


.1 


3943.0 


1064.6 


.1 


5704.1 


1540.1 


.2 


2531.6 


683.5 


.2 


3975.1 


1073.3 


.2 


5742.7 


1550.5 


.3 


2557.3 


690.5 


.3 


4007.3 


1082.0 


.3 


5781.3 


1561.0 


.4 


2583.1 


697.4 


.4 


4039.6 


1090.7 


.4 


5820.1 


1571.4 


.5 


2609.0 


704.4 


.5 


4072.0 


1099.4 


.5 


5859.0 


1581.9 


.6 


2635.1 


711.5 


.6 


4104.6 


1108.2 


.6 


5898.1 


1592.5 


.7 


2661.3 


718.6 


.7 


4137.3 


1117.1 


.7 


5937.3 


1603.1 


.8 


2687.7 


725.7 


.8 


4170.1 


1125.9 


.8 


5976.6 


1613.7 


.9 


2714.1 


732.8 


.9 


4203.0 


1134.8 


.9 


. 6016.0 


1624.3 


20.0 


2740.7 


740.0 


25.0 


4236.1 


1143.8 


30.0 


6055.6 


1635.0 



^p 




Wl 




^1 






TABLE 


V SideSlopoali : I and 2 : 
Crown 3 Feet 


> ' 




















Vtrtal 


Cubic 




Vwtio.1 


CuhkT &,.Ft. 


V«U«1 


CBbiC 


&i,Fl. 


» 


100 TM 


SIS! 


Yd>. I>tr 1° Crm 


f.-a 


\^SS 


1^ 


0.1 


i.ie 


0.318 


5.1 


225.3 


60.8 


10.1 


773.4 


208.1 




2.48 


0.870 


.2 


233.0 


62. S 


.2 


787.7 


312.7 






1.06 




341.0 


65.1 


.3 


803. t 


2l«S 




e.48 


1.48 




249.0 


67.3 


.4 


816.6 


220.5 




7.3 


1.B4 




257-2 


69 4 


.5 


Ml .3 


234.4 




B,0 


3.43 




285,5 


71.7 


.6 


846.0 


228,4 




11.0 


3.96 




273,9 


74.0 


'.7 


861,0 


332.5 




13.0 


3.52 




282,5 


76.3 


.8 


876,0 


M6.S 






4.12 




291.2 


78.6 




891 3 


2406 


1.0 


17. a 


■J.75 


6^0 


300.0 


8t.O 


11.0 


906.5 


244.8 




30-1 


5.42 




309.0 


83.4 


.1 


921.9 


248.) 




22.7 


6.1 




3!h!o 


85. B 


.3 


937.5 






2G-4 


6 9 




327.3 


H8.4 


.3 


953,3 


357.4 




38.3 








90.9 




969.0 


361,6 




31.3 


S.4 




346.1 


93.4 


.5 


985,0 


2SS.> 




3i.4 


9.3 




355,7 


96.0 


.6 


1001.0 


270,3 




37.8 


10,2 




Mi.i 






1017,3 


374,7 




41-0 
'44. S 


11.1 




375.3 


101.3 
I«-0 


.8 


103S.6 
1050,1 


379,1 
2S3.» 


2.0 


48.1 


13.0 


7!o 


395 !4 


108,8 


isio 


1066,7 


386.» 




51.9 


14.0 




405,6 


109,3 


.1 


1083.4 


292.S 




95. 8 


15.1 




416.0 


113,3 




1100.3 


397.: 




S9.B 


16,2 




426.5 


115 2 


.3 


1)17.3 


301,7 




64.0 


17.3 




437.1 


118.0 


.4 


1134.4 


30«,S 




68.3 


18.4 




447.9 


120.9 


.5 


1151.6 


310.1 




72.7 


19.6 




45S.8 


133.9 


.8 


1189.0 


31S,» 




77.3 








126.0 




1186.5 


320.4 






32.1 




481.0 


139. 9 






335.1 






23.4 




492.3 


132.0 


.9 


1231.9 


329,9 


sio 


Bl,7 


26.1 


8.0 


503.7 

51S.3 


136 
130.1 


13.0 
.1 


1239-8 
1257.8 


3U.S 
33U,* 




101 ! 9 


27-S 




526,9 


143 3 


.2 


1276,0 


344 .ff 




107 3 


2B.0 




538,7 


145,5 




1294.3 


349.3., 




112,7 


30.4 




550,7 


148,7 


-4 


1312,7 


354 .4 




118.3 


31.9 




582,7 


151 9 


.5 


1331.3 


3SS.t 




124.0 


33,5 




574,9 


155.2 


.6 


1349.9 


361.1 




139.8 


35,1 




587.3 


158-6 


.7 


1368.7 


389.« 




195.8 






5S9.7 


161.9 




1387 7 


374.T 






38!3 




612.3 


165.3 


^9 


1406.7 


379.8. 


*.o 


148.1 


40,0 


9 


835-0 


168.8 


14.0 


1425. B 


385.f 




IM.5 


41,7 




837.8 


172,2 


1 


1445.3 


3MJ 




181. 


43,5 




650.8 


175,7 


*2 


1464.7 


39S.S 




187.8 


45.3 




663.9 




.3 


I4S4.3 


400.) 




174,4 


47.1 




677.1 


182 8 




1504.0 


406.1 




181.3 


48.9 




690.5 


186,4 


.5 


1533,8 


411 .< 




188. 3 


50.S 




704.0 


190.1 


„ 


1543.8 


416. 




isa.d 


52.8 




717.6 


193.8 




1563 9 


432. 




302.7 


54.7 




731.4 


197 5 




1584.1 


437. 




210,1 


56.7 




745.3 






I8IU 5 


433. 


i.O 


217,6 


58,8 


io!o 


759.3 


205.0 


15,0 


1625.0 


438. 


^^^■^■^■^^fl 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



87 



TABLE V 



Side Slopes 1} : 1 and 2 : 1 
Crown 3 Feet 



iTcrtNd 
Hoght 


Cubio 
Y<k.Fer 


8a. Ft. 
inCroBi 


Veriieel 
Heicht 


Cubio 
Y(kPer 


Bo-Ft. 
inCraa 


Vertieel 
Heiibt 


Cnbio 
Y<k.Per 


aQ.Pt 
inCRM 


in feet 


100 feet 


Seotkm 


in feet 


100 feet 


Seetioo 


100 feet 


oeeiNii 


15.1 


1645.6 


444.3 


20.1 


2841.9 


767.3 


25.1 


4362.3 


1177.8 


.2 


1606.4 


449.9 


.2 


2869.1 


774.7 


.2 


4396.0 


1186.9 


.3 


1687.3 


455.6 


.3 


2896.5 


782.1 


.3 


4429.8 


1196.1 


.4 


1708.3 


461.2 


.4 


2924.0 


789.5 


.4 


4463.8 


1205.2 


.5 


1729.4 


466.9 


.5 


2951.6 


796.9 


.5 


4497.9 


1214.4 


.6 


1750.7 


472.7 


.6 


2979.4 


804.4 


.6 


4532.1 


1223.7 


.7 


1772.1 


478.5 


.7 


3007.3 


812.0 


. .7 


4566.5 


1233.0 


.8 


1793.6 


484.3 


.8 


3035.3 


819.5 


.8 


4601.0 


1242.3 


.9 


1815.3 


490.1 


.9 


3063.4 


827.1 


.9 


4635.6 


1251.6 


16.0 


1837.0 


496.0 


21.0 


3091.7 


834.8 


26.0 


4670.4 


1261.0 


.1 


1859.0 


501.9 


.1 


3120.1 


842.4 


.1 


4705.3 


1270.4 


.2 


1881.0 


507.9 


,2 


3148.6 


850.1 


.2 


4740.3 


1279.9 


.3 


1903.2 


513 9 


.3 


3177.3 


857.9 


.3 


4775.4 


1289.4 


.4 


1925.5 


519.9 


.4 


3206.0 


865.6 


.4 


4810.7 


1298.9 


.5 


1947.9 


525.9 


.5 


3235.0 


873.4 


.5 


4846.1 


1308.4 


.6 


1970.5 


532.0 


.6 


3264.0 


881.3 


.6 


4881.6 


1818.0 


.7 


1993.2 


538.2 


.7 


3293.2 


889.2 


.7 


4917.3 


1327.7 


.8 


2016.0 


544.3 


.8 


3322.5 


897.1 


.8 


4953.0 


1337.3 


.9 


2039.0 


550.5 


.9 


3351.9 


905.0 


.9 


4989.0 


1347.0 


17.0 


2062.0 


556.8 


22.0 


3381.5 


913.0 


27.0 


5025.0 


1356.8 


.1 


2085.3 


563.0 


.1 


3411.2 


921.0 


• 

.1 


5061.2 


1366.5 


.2 


2108.6 


569.3 


.2 


3441.0 


929.1 


.2 


5097.5 


1376.3 


.3 


2132.1 


575.7 


.3 


3471.0 


937.2 


.3 


5133.9 


1386.2 


.4 


2155.7 


582.0 


.4 


3501.0 


945.3 


.4 


5170.5 


1396.0 


.5 


2179.4 


588.4 


.5 


3531.3 


953.4 


.5 


5207.2 


1405.9 


.6 


22a3.3 


594.9 


.6 


3561.6 


961.6 


.6 


5244.0 


1415.9 


.7 


2227.3 


601.4 


.7 


3592.1 


960.9 


.7 


5281.0 


1425.9 


.8 


2251.4 


607.9 


.8 


3622.7 


978.1 


.8 


5318.0 


1435.9 


.9 


2275.6 


614.4 


.9 


3653.4 


986.4 


.9 


5355.3 


1445.9 


18.0 


2!d00.0 


621.0 


23.0 


3684.3 


994.8 


28.0 


5392.6 


145^.0 


.1 


2324.5 


627.6 


.1 


3715.3 


1003.1 


.1 


5430.1 


1466.1 


.2 


2349.1 


634.3 


.2 


3746.4 


1011.5 


.2 


5467.7 


1476.3 


.3 


2373.9 


641.0 


.3 


3777.6 


1020.0 


.3 


5505.4 


1486.5 


.4 


2398.8 


647.7 


.4 


3809.0 


1028.4 


.4 


5543.3 


1496.7 


.5 


2423.8 


654.4 


.5 


3840.5 


1036.9 


.5 


5581.3 


1506.9 


.8 


2449.0 


661.2 


.6 


3872.1 


1045.5 


.6 


5619.4 


1517.2 


.7 


2474.3 


668.1 


.7 


3903.9 


1054.1 


.7 


5657.6 


1527.6 


.8 


2499.7 


674.9 


.8 


3935.8 


1062.7 


.8 


5696.0 


1537.9 


.9 


2525.3 


681.8 


.9 


3967.8 


1071.3 


.9 


5734.5 


1548.3 


19.0 


2550.9 


688.8 


24.0 


4000.0 


1080.0 


29.0 


5773.1 


1558.8 


.1 


• 

2576.7 


695.7 


.1 


4032.3 


1088.7 


.1 


5811.9 


1569.2 


.2 


2602.7 


702.7 


.2 


4064.7 


1097.5 


.2 


5850.8 


1579.7 


.3 


2628.7 


709.8 


.3 


4097.3 


1106.3 


.3 


5889.8 


1590.3 


.4 


2654.9 


716.8 


.4 


4129.9 


1115.1 


.4 


5929.0 


1600.8 


.5 


2681.3 


723.9 


.5 


4162.7 


1123.9 


•5 


5968.3 


1611.4 

• 


.6 


2707.7 


731.1 


.6 


4195.7 


1132.8 


.6 


6007.7 


1622.1 


.7 


27.34.3 


738.3 


.7 


4228.7 


1141.8 


.7 


6047.3 


1632.8 


.8 


2761.0 


745.5 


.8 


4261.9 


1150.7 


.8 


6086.9 


1643.5 


.9 


2787.8 


752.7 


.9 


4295.3 


1159.7 


.9 


6126.7 


1654.2 


ao.o 


2814.8 


760.0 


25.0 


4328.7 


1168.8 


30.0 


6166.7 


1665.0 



cr.mc cosrKsi^ or levee embaxkmexts 



TABLE V Side Slapei 1} : | and 2 : 1 

Crown 4 Feet 






Cobw 
100 fort 



mCftm 






100 fort 



ai,Ft 



Vertieil 
Height 
■ feet 



Cubie 
Yds.Pte 
100 feet 



Sq.Ft 
inCroBi 
Section 



1 


I 55 


2 


3,22 


3 


5.03 


.4 


7.0 


.5 


9.0 


.6 


11.2 


7 


13 5 


S 


16.0 


d 


18.6 


1.0 


21.3 


.1 


24.1 


.2 


27.1 


.3 


30.2 


.4 


33.4 


.5 


36.8 


.6 


40.3 


.7 


43.9 


.8 


47.7 


.9 


51.5 


2.0 


55.6 


.1 


59.7 


.2 


64.0 


.3 


68.4 


.4 


72.9 


.5 


77.5 


.6 


82.3 


.7 


87.3 


.8 


92.3 


.9 


97.5 


3.0 


102.8 


.1 


108.2 


.2 


113.8 


.3 


119.5 


.4 


125.3 


.5 


131.3 


.6 


137.3 


.7 


143.5 


.8 


149.9 


.9 


156.4 


4.0 


163.0 


.1 


169.7 


.2 


176.6 


.3 


183.5 


.4 


190.7 


.5 


197.9 


.6 


205.3 


.7 


212.8 


.i 


220.4 



418 
0.870 

1 .36 
1.88 
2.44 

3.03 

3, fS09 
4. .32 
5.02 
5.8 

6.5 

7.3 
8.2 
9.0 
9.9 

10.9 
11.9 
12.9 
13.9 
15.0 

16.1 
17.3 
18.5 
19.7 
20.9 

22.2 
23.6 
24.9 
26.3 
27.8 

29.2 
30.7 
32.3 
33.8 
35.4 

37.1 
38.8 
40.5 
42.2 
44.0 

45.8 
47.7 
49.6 
51.5 
53.4 

55.4 
57.5 
59.5 
61.6 
1.8 



5 1 
.2 
.3 
.4 
.5 

.6 

.7 

.8 

.9 

6.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
7.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
8.0 

.1 

.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
9.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
10.0 



244.1 

252.3 
260 6 
269.0 
277.5 

286.2 
295.0 
304.0 
313.0 
322 2 

331.5 
341.0 
350.6 
360.3 
370.1 

380.1 
390.2 
400.4 
410.8 
421.3 

431.9 
442.7 
453.5 
464.6 

475.7 

487.0 
498.4 
509.9 
521.5 
533.3 

545.3 
557.3 
569.5 
581.8 
594.2 

606. o 
619.5 
632.3 
645.3 
658.3 

671.5 
684.9 
698.4 
712.0 
725.7 

739.6 
753.5 
767.7 
781.9 
796.3 



65.9 


10.1 


68.1 


.2 


70.4 


.3 


72.6 


.4 


74.9 


.5 


77.3 


.6 


79.7 


.7 


82.1 


.8 


84.5 


.9 


87.0 


11.0 


89.5 


.1 


92*1 


.2 


94.7 


.3 


97.3 


.4 


99.9 


.5 


102.6 


.6 


105.4 


.7 


108.1 


.8 


110.9 


.9 


113.8 


12.0 


116.6 


.1 


119.5 


.2 


122.5 


.3 


125.4 


.4 


128.4 


.5 


131.5 


.6 


134.6 


.7 


137.7 


.8 


140.8 


.9 


144.0 


13.0 


147.2 


.1 


150.5 


.2 


153.8 


.3 


157.1 


.4 


160.4 


.5 


163.8 


.6 


167.3 


.7 


170.7 


.8 


174.2 


.9 


177.8 


14.0 


181.3 


.1 


184.9 


.2 


188.6 


.3 


192.2 


.4 


195.9 


.5 


199.7 


.6 


203.5 


.7 


207.3 


.8 


211.1 


.9 


215.0 


15.0 



810.8 
825.4 
840.2 
855.1 
870.1 

885.3 
900.6 
916.0 
931.5 
947.2 

963.0 

979.0 

995.0 

1011.2 

1027.5 

1044.0 
1060.6 
1077.3 
1094.1 
1111.1 

1128.2 
1145.4 
1162.8 
1180.3 
1197.9 

1215.7 
1233.5 
1251.6 
1269.7 
1288.0 

1306.4 
1324.9 
1343.5 
1362.3 
1381.3 

1400.3 
1419.5 
1438.8 
1458.2 
1477.8 

1497.5 
1517.3 
1537.3 
1557.3 
1577.5 

1597.9 
1618.4 
1639.0 
1659.7 
1680.6 



218.9 
222.9 
226.9 
2.30.9 
234.9 

239.0 
243.2 
247.3 
251.5 
255.8 

260.0 
264.3 
268 . 7 
273.0 
277.4 

281.9 
286.4 
290.9 
295.4 
300.0 

304.6 
309.3 
314.0 
318.7 
323.4 

328.2 
333.1 
337.9 
342.8 
347.8 

352.7 
357.7 
362 8 
367.8 
372.9 

378.1 

383.3- 

388.5 

393.7 

399.0 

404.3 

409.7 

415.1 

420.5 

425.9 

431.4 
437.0 
442.5 
448.1 
453.8 



CUBIC COSTESTS OF I.EVEE EMBASKMEN'TS 

TABLE V Side Slopes It : 1 and 2 : 1 
Crown 4 Feet 



» 


Cubie 


'IS 


ViTtiaJ 


IMfeel 






Cubic 
V<tl. Pet 

100 Tm 


sS 


17.0 

;' 

18.0 

.9 
19.0 

l 

»'o 


. 1722,7 
1743. B 

1786,8 

1808.4 

1830.2 

ig:.-j.i 

1874.1 

1918. S 

1M3.5 
198B.2 
2009,0 

2032.0 
2035.0 

2101,. -i 
2125.0 

2148.6 

2172.3 

2220,1 
2244,2 

2292,8 
2317.3 

23(18.7 

2391 5 
2416.8 
2441.7 
2487.0 
34B2.4 

2517.9 
2543.5 

2589.3 
2595.3 
2821 3 

2647.5 

2700.2 
2726.8 
2753.5 

2780.3 
2807,3 

2861,5 
2888.9 


485.1 
470,9 

4S2.4 

488.3 

494.2 
500,1 
506-0 
513 

518.0 

5.-50,2 
538.3 
542.4 

M8.6 

561 1 

567,4 

580.1 
586.5 
593.0 
599,4 
805,9 

812,5 
B19.1 

632.3 
63B.0 

652,5 
659.3 
668.1 
672 9 

679 S 

686,8 
693 7 

707-8 

729 1 

736.2 

750,7 

765.3 

772.6 
780 


.2 

,3 

,5 

21 
,3 
.6 

22,0 
.3 

,6 

^9 
23,0 

,1 
,2 

^5 

'8 
24,0 

,2 
.3 

.S 

.6 

,8 

.9 

25 


2916.4 

2971,7 
2999,8 

3055.7 
3083 9 

3113,3 
3140.8 

3198.2 
3227.1 

,3285.3 
3314 6 

3344,0 

3373.5 
3403,2 
,34.13,0 
3463.0 

3493.0 
3523.2 
3553 5 

3614.8 

, 3676.1 
3707 1 
3738,2 
3769 4 

3800.8 

3863.9 
3895.7 

3959 e 
1024.0 

4121.5 

41S7'3 
4220.3 

4286,8 

4387,5 
4421 3 


787,4 

802,4 
809,9 
817,4 

825.0 
832,7 

848.0 
855.8 

863 5 
871.3 

887 
894,9 

902.9 

910.9 
918.9 
926.9 
935,0 

951.3 

967^7 
975. 9 

984,2 

992.6 
1000.9 
1009.3 
1017.8 

1026.2 
1034.7 
1043.3 
1051.8 

1069.1 

1077.8 
1086.5 
1095.2 

1112.8 

1130.6 
113B.5 
1148.4 

1157. 4 
1168.5 

1175,5 

iis4.e 

1193 8 


25.1 
-3 

.6 

,7 

28^0 

.1 

.2 

^5 

.7 
.8 

27'o 

^2 
.3 

.5 

.7 
.8 

28,0 
.3 

,8 

^9 

29.0 

,t 
,3 

.8 


4455 3 
4489,3 

4557,9 
4592,4 

4627,0 

4661.7 
4696.8 
4731.5 
4768.7 

4801.9 
4837.3 
4872 8 
4908.4 
4944.2 

5018.1 
5052.3 

5125.0 

51 SI. 5 

5198.2 
52.35.0 

5309 

5346,2 

5421 'O 
5458.6 

5498.3 

5534.1 

5610,2 
5848.4 

5686.8 

5725.3 
5763.9 

5841,5 
5880.6 

5919.7 

59.5fl.0 
599H.4 
6037,9 
6077,5 

0157,3 
8197.3 
8237-5 
9277,8 


1202.9 

1221,4 
1230,6 

1219,3 
1258 7 

1277-5 
1287-0 

1296,5 
1306.1 

1334^9 

1354,4 

1384.1 

1383,8 

1393,6 

1413,5 
1423,4 

1443,5 

1483,7 
1473,8 

1494.2 
1504,5 

1525.1 
1535,4 

1545.8 
1556 3 
1586.7 

1577,2 
1587,8 

1598,3 
1808,9 
1619. e 
1630.3 
1640 9 

1651.7 
1682.5 
1873 3 
1684,1 
1695.0 



M 



CUBIC C0XX£3nS OF LETEE ZUBASEMESTS 



TABLE y Side Slopes 1) : 1 ud 2 : 1 

Crown S Feet 



i 
i 


' Ciftir ' 




sS 


Criae 

1 


kfcJL 


2tt 


Criae 
Mifaii 


IS 


0.1 


; 1 92 


0.52 


51 


263,0 


71.0 


f 
10.1 


84S.2 


229.0 


.2 


3.96 


1.07 


.2 


271.6 


73.3 


.2 


863.2 


233.1 


.3 


6,14 


1.66 


.3 


280.2 


75.7 


.3 


87S.4 


237.2 


.4 


8.4 


2.28 


.4 


289,0 


78.0 


.4 


893.6 


241.3 


5 


10,9 


2.94 


.5 


297.9 


80.4 


.5 


909.0 


245.4 


.6 


; 13.4 


3.63 


.6 


307.0 


82.9 


.6 


924.6 


249.6 


.7 


[ 18.1 


4.36 


.7 


316.1 


85,4 


.7 


940.2 


253.9 


.8 


19.0 


5.12 


.8 


325.4 


87.9 


.8 


956.0 


258.1 


.9 


21.9 


5.9 


.9 


334,9 


90.4 


.9 


971.9 


262.4 


1.0 


2S.0 


6.8 


6.0 


344.4 


93.0 


11.0 


988.0 


266.8 


A 


28.2 


7.6 


.1 


354.1 


95.6 


.1 


1004.1 


271.1 


,2 


31.6 


8.5 


.2 


364.0 


98.3 


.2 


1020.4 


275.5 


.3 


35.0 


9.5 


. .3 


373.9 


101.0 


.3 


1036.9 


280 


.4 


38.6 


10.4 


.4 


384.0 


103.7 


.4 


1053.4 


284 4 


.5 


42.4 


11.4 


.5 


394.2 


106.4 


.5 


1070.1 


288.9 


.6 


46.2 


12.5 


.6 


404.6 


109.2 


.6 


1067.0 


293.5 


.7 


50.2 


13.6 


.7 


415.0 


112.1 


.7 


1103.9 


298.1 


.8 


54.3 


14.7 


.8 


425.6 


114.9 


.8 


1121.0 


302.7 


.9 


58.6 


15.8 


.9 


436.4 


117.8 


.9 


1138.2 


307.3 


2,0 


63.0 


17.0 


7.0 


447.2 


120.8 

• 


12 .D 


1155.6 


312.0 


.1 


67.5 


18.2 


.1 


458.2 


123.7 


.1 


1173.0 


316.7 


.2 


72.1 


19.5 


.2 


469.3 


126.7 


.2 


1190.6 


321.5 


.3 


76.9 


20.8 


.3 


480.6 


129.8 


.3 


1208.4 


326.3 


.4 


81.8 


22.1 


.4 


492.0 


132.8 


.4 


1226.2 


331.1 


.5 


86.8 


23.4 


.5 


503.5 


135.9 


.5 


1244.2 


335.9 


.6 


92.0 


24.8 


.6 


515.1 


139.1 


.6 


1262.3 


340.8 


.7 


97.3 


26.3 


.7 


526.9 


142.3 


.7 


1280.6 


345.8 


.8 


102.7 


»27.7 


.8 


538.8 


145.5 


.8 


1299.0 


350.7 


.9 


108.2 


29.2 


.9 


550.8 


148.7 


.9 


1317.5 


355.7 


3.0 


113.9 


30.8 


8.0 


563.0 


152.0 


13.0 


1336.1 


360.8 


.1 


119.7 


32.3 


.1 


575.3 


155.3 


.1 


1354.9 


365.8 


.2 


125.6 


33.9 


.2 


587.7 


158.7 


.2 


1373.8 


370.9 


.3 


131.7 


35.6 


.3 


600.2 


162.1 


.3 


1392.8 


376.1 


.4 


137.9 


37.2 


.4 


612.9 


165.5 


.4 


1412.0 


381.2 


.5 


144.2 


38.9 


.5 


625.7 


168.9 


.5 


1431.3 


386.4 


.6 


150.7 


40.7 


.6 


638.6 


172.4 


.6 


1450.7 


391.7 


.7 


157.3 


42.5 


.7 


651.7 


176.0 


.7 


1470.2 


397.0 


.8 


164.0 


44.3 


.8 


664.9 


179.5 


.8 


1489.9 


402.3 


.9 


170.8 


46.1 


.9 


678.2 


183.1 


.9 


1509.7 


407.6 


4.0 


177.8 


48.0 


9.0 


691.7 


186.8 


14.0 


1529.6 


41^.0 


.1 


184.9 


49.9 


.1 


705.3 


190.4 


.1 


1549.7 


418.4 


.2 


192.1 


51.9 


.2 


719.0 


194.1 


.2 


1569.9 


423.9 


.3 


199.5 


53.9 


.3 


732 8 


197.9 


.3 


1590.2 


429.4 


.4 


207.0 


55.9 


.4 


746.8 


201.6 


.4 


1610.7 


434.9 


.5 


214.6 


57.9 


.5 


760.9 


205.4 


.5 


1631.3 


440.4 


.6 


222.3 


60.0 


.6 


775.1 


209.3 


.6 


1652.0 


446.0 


.7 


230.2 


62.2 


.7 


789.5 


213.2 


.7 


1672.8 


451.7 


.8 


238.2 


64.3 


.8 


804.0 


217.1 


.8 


1693.8 


457.3 


.9 


246.4 


66.5 


.9 


818.6 


221.0 


.9 


1714.9 


463.0 


6.0 


254.6 


68.8 


10.0 


833.3 


225.0 


15.0 


1736.1 


468.8 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



91 



TABLE V 



Side Slopes 1} : 1 and 2 : 1 
Crown 5 Feet 



Vertieel 
Height 
in feet 


Cabie 
Y(k.I%r 
100 feel 


8q.Pt. 
inCroM 
SeetioB 


Vertkel 
Hekht 
in feet 


Cubic 
100 feel 


8q.Pt 
inCroM 


Vertieel 
£iihi 
inleel 


Cobie 
Yde.IW 
lOOffet 


aq.Pt 
iaCroei 
SeetioB 


15.1 


1757.5 


474.5 


20.1 


2990.8 


807.5 


25.1 


4548.2 


1228.0 


.2 


1779.0 


480.3 


.2 


3018.8 


815.1 


.2 


4582.7 


1237.3 


.3 


1800.6 


486.2 


.3 


3046.9 


822.7 


.3 


4617.3 


1246.7 


.4 


1822.3 


492.0 


.4 


3075.1 


830.3 


.4 


4652.0 


1256.0 


.5 


1844.2 


497.9 


.5 


3103.5 


837.9 


.5 


4686.8 


1265.4 


.6 


1866.2 


503.9 


.6 


3132.0 


845.6 


.6 


4721.8 


1274.9 


.7 


1888.4 


509.9 


.7 


3160.6 


853.4 


.7 


4756.9 


1284.4 


.8 


1910.6 


515.9 


.8 


3189.3 


861.1 


.8 


4792.1 


1293.9 


.9 


1933.0 


521.9 


.9 


3218.2 


868.9 


.9 


4827.5 


1303.4 


16.0 


1955.6 


528.0 


21.0 


3247.2 


876.8 


26.0 


4863.0 


1313.0 


.1 


1978.2 


534.1 


.1 


3276.4 


884.6 


.1 


4898.6 


1322.6 


.2 


2001.0 


540.3 


.2 


3305.6 


892.5 


.2 


4934:3 


1332.3 


.3 


2023.9 


546.5 


.3 


3335.0 


900.5 


.3 


4970.2 


1342.0- 


.4 


2047.0 


552.7 


.4 


3364.6 


908.4 


.4 


5006.2 


1351.7 


.5 


2070.1 


558.9 


.5 


3394.2 


916.4 


.5 


5042.4 


1361.4 


.6 


2093.4 


565.2 


.6 


3424.0 


924.5 


.6 


5078.6 


1371.2 


.7 


2116.9 


571.6 


.7 


3453.9 


932.6 


.7 


5115.0 


1381.1 


.8 


2140.4 


577.9 


.8 


3484.0 


940.7 


.8 


5151.6 


1390.9 


.9 


2164.1 


584.3 


.9 


3514.1 


948.8 


.9 


5188.2 


1400.8 


17.0 


2188.0 


590.8 


22.0 


3544.4 


957.0 


27.0 


S225.0 


1410.8 


.1 


2211.9 


597.2 


M 


3574.9 


965.2 


.1 


5261.9 


1420.7 


.2 


2236.0 


603.7 


.2 


3606.4 


973.5 


.2 


5299.0 


1430.7 


.3 


2260.2 


610.3 


.3 


3636.1 


981.8 


.3 


5336.1 


1440.8 


.4 


2284.6 


616.8 


.4 


3667.0 


990.1 


.4 


5373.4 


1450.8 


.5 


2309.0 


623.4 


.5 


3697.9 


998.4 


.5 


5410.9 


1460.9 


.6 


2333.6 


630.1 


.6 


3729.0 


1006.8 


.6 


5448.4 


1471 . 1 


.7 


2358.4 


636.8 


.7 


3760.2 


1015.3 


.7 


5486.1 


1481.3 


.« 


2383.2 


643.5 


.8 


3791.6 


1023.7 


.8 


5524.0 


1491.5 


.9 


2408.2 


650.2 


.9 


3823.0 


1032.2 


.9 


5561.9 


1501.7 


18.0 


2433.3 


657.0 


23.0 


3854.6 


1040.8 


28.0 


S600.0 


1512.0 


.1 


2458.6 


663.8 


.1 


3886.4 


1049.3 


.1 


5638.2 


1522.3 


.2 


2484.0 


670.7 


.2 


3918.2 


1057.9 


.2 


5676.6 


1532.7 


.3 


2509.5 


677.6 


.3 


3950.2 


1066.6 


.3 


5715.0 


1543.1 


.4 


2535.1 


684.5 


.4 


3982.3 


1075.2 


• 

.4 


5753.6 


1553.5 


.5 


2560.9 


691.4 


.5 


4014.6 


1083.9 


.5 


5792.4 


1563.9 


.6 


2586.8 


698.4 


.6 


4047.0 


1092.7 


.6 


5831.2 


1574.4 


.7 


2612.8 


705.5 


.7 


4079.5 


1101.5 


.7 


5870.2 


1585.0 


.8 


2639.0 


712.5 


.8 


4112.1 


1110.3 


.8 


5909.3 


1595.5 


.9 


2665.3 


719.6 


.9 


4144.9 


1119.1 


.9 


S948.6 


1606.1 


19.0 


2691.7 


726.8 


24.0 


4177.8 


1128.0 


29.0 


5988.0 


1616.8 


.1 


2718.2 


733.9 


.1 


4210.8 


1136.9* 


.1 


6027.5 


1627.4 


.2 


2744.9 


741.1 


.2 


4244.0 


1145.9 


.2 


6067.1 


1638.1 


.3 


2771.7 


748.4 


.3 


4277.3 


1154.9 


.3 


6106.9 


1648.9 


.4 


2798.6 


755.6 


.4 


4310.7 


1163.9 


.4 


6146.8 


1659.6 


.5 


2825.7 


762.9 


.5 


4344:2 


1172.9 


.5 


6186.8 


1670.4 


.6 


2852.9 


770.3 


.6 


4377.9 


1182.0 


.6 


6227.0 


1681.3 


.7 


2880.2 


777.7 


.7 


4411.7 


1191.2 


.7 


6267.3 


1692.2 


.8 


2907.7 


785.1 


.8 


4445.6 


1200.3 


.8 


6307.7 


1703.1 


.9 


2935.3 


792.5 


.9 


4479.7 


1209.5 


.9 


6348.2 


1714.0 


20.0 


2963.0 


800.0 


25.0 


4513.9 


1218.8 


30.0 


6388.9 


1725.0 





















92 



CUBIC CONTEXTS OF LEVEE EllBAXKMEXTS 



TABLE V Side Slopes 1} : 1 and 2 : 1 

Crown € Feet 



Bocbt 

iDf«t 


Cobie 
100 f«t 


8q.FL 
iaCRW 


TcrtacaJ 
Bc«bt 
imfttt 


Cafcie 
100 fact 


S<|,FL 

mCwM 
SectxM 

1 


Tcrtaal 

2« 


Cofcce 
T<k.IW 
100 fact 


Sq.Ft 
iBCroa 
Sedioa 


0.1 


2.29 


62 


5.1 


281.9 


76.1 


10.1 


885.6 


* 

1 

239.1 


.2 


4.70 


1.27 


.2 


290.8 


78.5 


.2 


901.0 


243.3 


.3 


7.25 


1.96 


.3 


299.8 


81.0 


.3 


916.5 


247.5 


.4 


9.9 


2.68 


.4 


309.0 


83.4 


.4 


932.1 


251.7 


.5 


12.7 


3.44 


.5 


318.3 


85.9 


.5 


947.9 


255.9 


.6 


15.7 


4.23 


.6 


327.7 


88.5 


.6 


963.8 


260.2 


.7 


18.7 


5.06 


.7 


337.3 


91.1 


.7 


979.8 


264.6 


.8 


21.9 


5.9 


.8 


346.9 


93.7 


.8 


996.0 


268.9 


.9 


25.3 


6.8 


.9 


356.7 


96.3 


.9 


1012.3 


273.3 


1.0 


28.7 


7.8 


6.0 


366.7 


99.0 


11.0 


1028.7 


277.8 


.1 


32.3 


8.7 


.1 


376.7 


101.7 


.1 


1045.3 


282.2 


.2 


36.0 


9.7 


.2 


386.9 


104.5 


.2 


1061.9 


286.7 


.3 


39.8 


10.8 


.3 


397.3 


107.3 


.3 


1078.7 


291.3 


.4 


43.8 


11.8 


.4 


407.7 


110.1 


.4 


1095.7 


295.8 


.5 


47.9 


12.9 


.5 


418.3 


112.9 


.5 


1112.7 


300.4 


.6 


52.1 


14.1 


.6 


429.0 


115.8 


.6 


1129.9 


305.1 


.7 


56.5 


15.3 


.7 


439.8 


118.8 


.7 


1147.3 


309.8 


.8 


61.0 


16.5 


.8 


450.8 


121.7 


.8 


1164.7 


314.5 


.9 


65.6 


17.7 


.9 


461.9 


124.7 


.9 


1182.3 


319.2 


2.0 


70.4 


19.0 


7.0 


473.1 


127.8 


12.0 


1200.0 


324.0 


.1 


75.3 


20.3 


.1 


484.5 


130.8 


.1 


1217.8 


328.8 


.2 


80.3 


21.7 


.2 


496.0 


133.9 


.2 


1235.8 


333.7 


.3 


85.4 


23.1 


.3 


507.6 


137.1 


.3 


1253.9 


338.6 


.4 


90.7 


24.5 


.4 


519.4 


140.2 


.4 


1272.1 


343.5 


.5 


96.1 


25.9 


.5 


531.3 


143.4 


.5 


1290.5 


348.4 


.6 


101.6 


27.4 


.6 


543.3 


146.7 


.6 


1309.0 


353.4 


.7 


107.3 


29.0 


.7 


555.4 


150.0 


.7 


1327.6 


358.5 


.8 


113.0 


30.5 


.8 


567.7 


153.3 


.8 


1346.4 


363.5 


.9 


119.0 


32.1 


.9 


580.1 


156.6 


.9 


1365.3 


368.6 


3.0 


125.0 


33.8 


8.0 


592.6 


160.0 


13.0 


1384.3 


373.8 


.1 


131.2 


35.4 


.1 


605.3 


163.4 


.1 


1403.4 


378.9 


.2 


137.5 


37.1 


.2 


618.0 


166.9 


.2 


1422.7 


384.1 


.3 


143.9 


38.9 


.3 


631.0 


170.4 


.3 


1442.1 


389.4 


.4 


150.5 


40.6 


.4 


644.0 


173.9 


.4 


1461.6 


394.6 


.5 


157.2 


42.4 


.5 


657.2 


177.4 


.5 


1481.3 


399.9 


.6 


164.0 


44.3 


.6 


670.5 


181.0 


.6 


1501.0 


405.3 


.7 


171.0 


46.2 


.7 


683.9 


184.7 


.7 


1521.0 


410.7 


.8 


178.0 


48.1 


.8 


697.5 


188.3 


.8 


1541.0 


416.1 


.9 


185.3 


50.0 


.9 


711.2 


192.0 


.9 


1561.2 


421.5 


4.0 


192.6 


52.0 


9.0 


725.0 


195.8 


14.0 


1581.5 


427.0 


.1 


200.1 


54.0 


• 

.1 


739.0 


199.5 


.1 


1601.9 


432.5 


.2 


207.7 


56.1 


.2 


753.0 


203.3 


.2 


1622.5 


438.1 


.3 


215.4 


58.2 


.3 


767.3 


207.2 


.3 


1643.2 


443.7 


.4 


223.3 


60.3 


.4 


781.6 


211.0 


.4 


1664.0 


449.3 


.5 


231.3 


62.4 


.5 


796.1 


214.9 


.5 


1685.0 


454.9 


.6 


239.4 


64.6 


.6 


810.7 


218.9 


.6 


1706.0 


460.6 


.7. 


247.6 


66.9 


.7 


825.4 


222.9 


.7 


1727.3 


466.4 


.8 


256.0 


69.1 


.8 


840.3 


226.9 


.8 


1748.6 


472.1 


.9 


264.5 


71.4 


.9 


855.3 


230.9 


.9 


1770.1 


477.9 


5.0 


273.1 


73.8 


.10.0 


870.4 


235.0 


15.0 


1791.7 


483.8 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



93 



TABLE V Side Slopes 1} : 1 and 2 : 1 

Crown 6 Feet 



Vertieal 
Heigfat 


Cubic 
Yd8.IV 


8a.Ft 
inCroaB 


Vertical 
Height 


Cubic 
Yd».P» 


Sq.Pt. 
inCroas 


Vertical 
Height 


Cubie 
Yde.Pter 


8q.Pt. 
inCroas 


in feet 


100 feet 


SeetioD 


in feet 


100 feet 


Seotkm 


in feet 


100 feet 


Section 


15.1 


1813.4 


489.6 


20.1 


3065.3 


827.6 


25.1 


4641.2 


1253.1 


.2 


1835.3 


495.5 


.2 


3093.6 


835.3 


.2 


4676.0 


1262.5 


.3 


1857.3 


501.5 


.3 


3122.1 


843.0 


.3 


4711.0 


1272.0 


.4 


1879.4 


507.4 


.4 


3150.7 


850.7 


.4 


4746.0 


1281.4 


.5 


1901.6 


513.4 


.5 


3179.4 


858.4 


.5 


4781.3 


1290.9 


.6 


1924.0 


519.5 


.6 


3208.3 


866.2 


.6 


4816. B 


1300.5 


.7 


1946.5 


525.6 


.7 


3237.3 


874.1 


.7 


4852.1 


1310.1 


.8 


1969.1 


531.7 


.8 


3266.4 


881.9 


.8 


4887.7 


1319.7 


.9 


1991.9 


537.8 


.9 


3295.6 


889.8 


.9 


4923.4 


1329.3 


16.0 


2014.8 


544.0 


21.0 


3325.0 


897.8 


26.0 


4959.3. 


1339.0 


.1 


2037.8 


550.2 


.1 


3354.5 


905.7 


.1 


4995.3 


1348.7 


.2 


2061.0 


556.5 


.2 


3384.1 


913.7 


^2 


5031.4 


1358.5 


.3 


20S4.3 


562.8 


.3 


3413.9 


921.8 


.3 


5067.6 


1368.3 


.4 


2107.7 


569.1 


.4 


3443.8 


929.8 


.4 


5104.0 


1378.1 


.5 


2131.3 


575.4 


.5 


3473.8 


937.9 


.5 


5140.5 


1387.9 


.6 


2154.9 


581.8 


.6 


3504.0 


946.1 


.6 


5177.1 


1397.8 


.7 


2178.7 


588.3 


.7 


3534.3 


954.3 


.7 


5213.9 


1407.8 


.8 


2202.7 


594.7 


.8 


3564.7 


962.5 


.8 


5250.8 


1417.7 


.9 


2226.7 


601.2 


.9 


3595.3 


970.7 


.9 


5287.8 


1427.7 


17.0 


2250.9 


607.8 


22.0 


3625.9 


979.0 


27.0 


5325.0 


1437.8 


.1 


2275.3 


614.3 


.1 


3656.7 


987.3 ' 


.1 


5362.3 


1447.8 


.2 


2299.7 


620.9 


.2 


3687.7 


995.7 


.2 


5399.7 


1457.9 


.3 


2324.3 


627.6 


.3 


3718.7 


1004.1 


.3 


5437.3 


1468.1 


.4 


2349.0 


634.2 


.4 


3749.9 


1012.5 


.4 


5474.9 


1478.2 


.5 


2373.8 


MO. 9 


.5 


3781.3 


1020.9 


.5 


5512.7 


1488.4 


.6 


2398.8 


647.7 


.6 


3812.7 


1029.4 


.6 


5550.7 


1498.7 


.7 


2423.9 


654.5 


.7 


3844.3 


1038.0 


.7 


5588.7 


1509.0 


.8 


2449.1 


661.3 


.8 


3876.0 


1046.5 


.8 


5626.9 


1519.3 


.9 


2474 5 


668.1 


.9 


3907.8 


1055.1 


.9 


5665.3 


1529.6 


18.0 


2500.0 


675.0 


23.0 


3939.8 


1063.8 


28.0 


5703.7 


1540.0 


.1 


2525.6 


681.9 


.1 


3971.9 


1072.4 


.1 


5742.3 


1550.4 


.2 


2551.4 


688.9 


.2 


4004.1 


1081.1 


.2 


5781.0 


1560.9 


.3 


2577.3 


695.9 


.3 


4036.5 


1089.9 


.3 


5819.8 


1571.4 


.4 


2603.3 


702.9 


.4 


4069.0 


1098.6 


.4 


5858.8 


1581.9 


.5 


2629.4 


709.9 


.5 


4101.6 


1107.4 


.5 


5897.9 


1592.4 


.6 


2655.7 


717.0 


.6 


4134.4 


1116.3 


.6 


5937.1 


1603.0 


.7 


2682.1 


724.2 


.7 


4167.3 


1125.2 


.7 


5976.5 


1613.7 


.8 


2708.6 


731.3 


.8 


4200.3 


1134.1 


.8 


6016.0 


1624.3 


.9 


2735.3 


738.5 


.9 


4233.4 


1143.0 


.9 


6055.6 


1635.0 


19.0 


2762.0 


745.8 


24.0 


4266.7 


1152.0 


29.0 


6095.4 


1645.8 


.1 


2789.0 


753.0 


.1 


4300.1 


1161.0 


.1 


6135.3 


16.56.5 


.2 


2816.0 


760.3 


.2 


4333.6 


1170.1 


.2 


6175.3 


1667.3 


.3 


2843.2 


767.7 


.3 


4367.3 


1179.2 


.3 


6215.4 


1678.2 


.4 


2870.5 


775.0 


.4 


4401.0 


1188.3 


.4 


6255.7 


1689.0 


.5 


2897.9 


782.4 


.5 


4435.0 


1197.4 


.5 


6296.1 


1699.9 


.6 


2925.5 


789.9 


.6 


4469 


1206.6 


.6 


6336.6 


1710.9 


.7 


2953.2 


797.4 


.7 


4503.2 


1215.9 


.7 


6377.3 


1721.9 


.8 


2981.0 


804.9 


.8 


4537.5 


1225.1 


.8 


6418.0 


1732.9 


.9 


3009.0 


812.4 


.9 


4571.9 


1234 4 


.9 


6459.0 


1743.9 


20.0 


3037.0 


820.0 


25.0 


4606.5 


1243.8 


30.0 


6500.0 


1755.0 



94 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE V Side Slopes li : 1 and 2 : 1 

Crown 7 Feet 



Vertical 
Heicht 


Cubie 
Yds. Per 


aa.Pt, 
inCroH 


. Vertical 
Height 


Cubic 
YdB. Per 


8q.Pt. 
InCroeB 


Vertical 
Heuht 


Cubie 
YdfcPto 


Sa.Pt 
inCroM 


infoet 


100 feet 


Seetkm 


in feet 


100 feet 


Seetkn 


ioSet 


100 feet 


Seetkn *' 


0.1 


2.66 


0.72 


5.1 


300.8 


81.2 


10.1 


923.0 


249.2 


.2 


5.44 


1.47 


.2 


310.1 


83.7 


.2 


938.8 


253.5 


.3 


8.4 


2.26 


.3 


319.5 


86.3 


.3 


954.7 


257.8 


.4 


11.4 


3.08 


.4 


329.0 


88.8 


.4 


970.7 


262.1 


.5 


14.6 


3.94 


.5 


338.7 


91.4 


.5 


986.8 


266.4 


.6 


17.9 


4.83 


.6 


348.4 


94.1 


.6 


1003.1 


270.8 


.7 


21.3 


5.76 


.7 


358.4 


96.8 


.7 


1019.5 


275.3 


.8 


24.9 


6.7 


.8 


368.4 


99.5 


.8 


1036.0 


279.7 


.9 


28.6 


7.7 


.9 


378.6 


102.2 


.9 


1052.7 


284.2 


1.0 


32.4 


8.8 


6.0 


388.9 


105.0 


11.0 


1069.4 


288.8 


.1 


36.4 


9.8 


.1 


399.3 


107.8 


.1 


1086.4 


293.3 


.2 


40.4 


10.9 


.2 


409.9 


110.7 


.2 


1103.4 


297.9 


.3 


44.7 


12.1 


.3 


420.6 


113.6 


.3 


1120.6 


302.6 


.4 


49.0 


13.2 


.4 


431.4 


116.5 


.4 


1137.9 


307.2 


.5 


53.5 


14.4 


.5 


442.4 


119.4 


.5 


1155.3 


311.9 


.6 


58.1 


15.7 


.6 


453.4 


122.4 


.6 


1172.9 


316.7 


.7 


62.8 


17.0 


.7 


464.7 


125.5 


.7 


1190.6 


321.5 


.8 


67.7 


18.3 


.8 


476.0 


128.5 


.8 


1208.4 


326.3 


.9 


72.7 


19.6 


.9 


487.5 


131.6 


.9 


1226.4 


331.1 


2.0 


77.8 


21.0 


7.0 


499.1 


134.8 


12.0 


1244.4 


336.0 

• 


.1 


83.0 


22.4 


t 

.1 


510.8 


137.9 


.1 


1262.7 


340.9 


.2 


88.4 


23.9 


.2 


522.7 


141.1 


.2 


1281.0 


345.9 


.3 


93.9 


25.4 


.3 


534.7 


144.4 


.3 


1299.5 


350.9 


.4 


99.6 


26.9 


.4 


546.8 


147.6 


.4 


1318.1 


355.9 


.5 


105.3 


28.4 


.5 


559.0 


150.9 


.5 


1336.8 


360.9 


.6 


111.2 


30.0 


.6 


571.4 


154.3 


.6 


1355.7 


366.0 


.7 


117.3 


31.7 


.7 


583.9 


157.7 


.7 


1374.7 


371.2 


.8 


123.4 


33.3 


.8 


596.6 


161.1 


.8 


1393.8 


376.3 


.9 


129.7 


35.0 


.9 


609.3 


164.5 


.9 


1413.0 


381.5 


3.0 


136.1 


36.8 


8.0 


622.2 


168.0 


13.0 


1432.4 


386.8 


.1 


142.7 


38.5 


.1 


635.3 


171.5 


.1 


1451.9 


392.0 


.2 


149.3 


40.3 


.2 


648.4 


175.1 


.2 


1471.6 


397.3 


.3 


156.1 


42.2 


.3 


661.7 


178.7 


.3 


1491.3 


402.7 


.4 


163.1 


44.0 


.4 


675.1 


182.3 


.4 


1511.2 


408.0 


.5 


170.1 


45.9 


.5 


688.7 


185.9 


.5 


1531.3 


413.4 


.6 


177.3 


47.9 


.6 


702.3 


189.6 


.6 


1551.4 


418.9 


.7 


184.7 


49.9 


.7 


716.1 


193.4 


.7 


1571.7 


424.4 


.8 


192.1 


51.9 


.8 


730.1 


197.1 


.8 


1592.1 


429.9 


.9 


199.7 


53.9 


.9 


744.1 


200.9 


.9 


1612.7 


435.4 


4.0 


207.4 


56.0 


9.0 


758.3 


204.8 


14.0 


1633.3 


441.0 


.1 


215.3 


58.1 


.1 


772.7 


208.6 


.1 


1654.1 


446.6 


.2 


223.2 


60.3 


.2 


787.1 


212.5 


.2 


1675.1 


452.3 


.3 


231.3 


62.5 


.3 


801.7' 


216.5 


.3 


1696.1 


458.0 


.4 


239.6 


64.7 


.4 


816.4 


220.4 


.4 


1717.3 


463.7 


.5 


247.9 


66.9 


.5 


831.3 


224.4 


.5 


1738.7 


469.4 


.6 


256.4 


69.2 


.6 


846.2 


228.5 


.6 


1760.1 


475.2 


.7 


265.0 


71.6 


.7 


861.3 


232.6 


.7 


1781.7 


481.1 


.8 


273.8 


73.9 


.8 


876.6 


236.7 


.8 


1803.4 


486.9 


.9 


282.7 


76.3 


.9 


891.9 


240.8 


.9 


1825.3 


492.8 


5.0 


291.7 


78.8 


10.0 


907.4 


245.0 


15.0 


1847.2 

1 


498.8 



CUBIC CONTENTS OF LEVEE EMBANKMtiXTS 



95 



TABLE y 



Side Slopes 1} : 1 and 2 
Crown 7 Feet 



Verticml 
Hoght 


Cubie 
Yds.IV 


8a.Pt. 
inCroii 


Vertieal 
Height 


Cubie 
Yds. Per 


8q.Pt 
inCroH 


Vertieal 
Hevfat 


CaUo 
Yds-Ptor 


8a.Pt 
inCRMi 


in feet 


100 feet 


Seetion 


in feet 


100 feet 


Seetioo 

■ 


in feet 


100 feet 


Seetion 


15.1 


1869.3 


504.7 


20.1 


3139.7 


847.7 


25.1 


4734.1 


1 

1278.2 


.2 


1891.6 


510.7 


.2 


3168.4 


855.5 


.2 


4769.3 


1287.7 


.3 


1913.9 


516.8 


.3 


3197.3 


803.3 


.3 


4804.7 


1297.3 


.4 


1936.4 


522.8 


.4 


3226.2 


871.1 


.4 


4840.1 


1306.8 


.5 


1959.0 


528.9 


.5 


3255.3 


878.9 


.5 


4875.7 


1316.4 


.6 


• 

1981.8 


535.1 


.6 


3284.6 


886.8 


.6 


4911.4 


1326.1 


.7 


2004.7 


541.3 


.7 


3313.9 


894.8 


.7 


4947.3 


1335.8 


.8 


2027.7 


547.5 


.8 


3343.4 


902.7 


.8 


4983.2 


1345.5 


.9 


2050.8 


553.7 


.9 


3373.0 


910.7 


.9 


5019.3 


1355.2 


16.0 


2074.1 


560.0 


21.0 


3402.8 


918.8 


26.0 


5055.6 


1365.0 


.1 


2097.5 


566.3 


.1 


3432.7 


926.8 


.1 


5091.9 


1374.8 


» .2 


2121.0 


572.7 


.2 


3462.7 


934.9 


.2 


5128.4 


1384.7 


.3 


2144.7 


579.1 


.3 


3492.8 


943.1 


.3 


5165.0 


1394.6 


.4 


2168.4 


585.5 


.4 


3523.1 


951.2 


.4 


5201.8 


1404.5 


.5 


2192.4 


591.9 


.5 


3553.5 


959.4 


.5 


5238.7 


1414.4 

• 


.6 


2216.4 


598.4 


.6 


3584.0 


967.7 


.6 


5275.7 


1424.4 


.7 


2240.6 


605.0 


.7 


3614.7 


976.0 


.7 


5312.8 


1434.5 


.8 


2264.9 


611.5 


.8 


3645.4 


984.3 


.8 


5350.1 


1444.5 


.9 


2289.3 


618.1 


.9 


3676.4 


992.6 


.9 


5387.5 


1454.6 


17.0 


2313.9 


624.8 


22.0 


3707.4 


1001.0 


27.0 


5425.0 


1464.8 


.1 


2338.6 


631.4 


.1 


3738.6 


1009.4 


.1 


5462.7 


1474.9 


.2 


2363.4 


638.1 


.2 


3769.9 


1017.9 


.2 


5500.4 


1485.1 


.3 


2388.4 


644.9 


.3 


3801.3 


1026.4 


.3 


5538.4 


1495.4 


.4 


2413.4 


651.6 


.4 


3832.9 


1034.9 


.4 


5576.4 


1505.6 


.5 


2438.7 


658.4 


.5 


3864.6 


1043.4 


.5 


5614.6 


1515.9 


.« 


2464.0 


665.3 


.6 


3896.4 


1052.0 


.6 


5652.9 


1526.3 


.7 


2489.5 


672.2 


.7 


3928.4 


1060.7 


.7 


5691.3 


1536.7 


.8 


2515.1 


679.1 


.8 


3960.4 


1069.3 


.8 


5729.9 


1547.1 


.9 


2540.8 


686.0 


.9 


3992.7 


1078.0 


.9 


5768.6 


1557.5 


18.0 


2566.7 


693.0 


23.0 


4025.0 


1086.8 


28.0 


5807.4 


1568.0 


.1 


2592.7 


700.0 


.1 


4057.5 


1095.5 


.1 


5846.4 


1578.5 


.2 


2618.8 


707.1 


.2 


4090.1 


1104.3 


.2 


5SS85.4 


1589.1 


.3 


2645.0 


714.2 


.3 


4122.8 


1113.2 


.3 


5924.7 


1599.7 


.4 


2671.4 


721.3 


.4 


4155.7 


1122.0 


.4 


5964.0 


1610.3 


.5 


2697.9 


728.4 


.5 


4188.7 


1130.9 


.5 


6003.5 


1620.9 


.6 


2724.6 


735.6 


.6 


4221 .8 


1139.9 


.6 


6043.1 


1631.6 


.7 


2751.3 


742.9 


.7 


4255.0 


1148.9 


.7 


6082.8 


1642.4 


.8 


2778.2 


750.1 


.8 


4288.4 


1157.9 


.8 


6122.7 


1653.1 


.9 


2805.3 


757.4 


.9 


4321.9 


1166.9 


.9 


6162.7 


1663.9 


19.0 


2832.4 


764.8 


24.0 


4355.6 


1176.0 


29.0 


6202.8 


1674.8 


.1 


2859.7 


772.1 


.1 


4389.3 


1185.1 


.1 


6243.0 


1685.6 


.2 


2887.1 


779.5 


.2 


4423.2 


1194.3 


.2 


6283.4 


1696.5 


.3 


2914.7 


787.0 


.3 


4457.3 


1203.5 


.3 


6323.9 


1707.5 


.4 


2942.3 


794.4 


.4 


4491.4 


1212,7 


.4 


6364.6 


1718.4 


.5 


2970.1 


801.9 


.5 


4525.7 


1221.9 


.5 


6405.3 


1729.4 


.6 


2998.1 


809.5 


.6 


4560.1 


1231.2 


.6 


6446.2 


1740.5 


.7 


3026.1 


817.1 


.7 


4594.7 


1240.6 


.7 


6487.3 


1751.6 


.8 


3054.3 


824.7 


.8 


4629.3 


1249.9 


.8 


6528.4 


1762.7 


.9 


3082.7 


832.3 


.9 


4664.1 


1259.3 


.9 


6569.7 


1773.8 


20.0 


3111.1 


840.0 


25.0 


4699.1 


1268.8 


30.0 


6611.1 


1785.0 



96 



CUBIC CONTEXTS OF LEVEE EM^BANKMENTS 







TABLE V Side Slopes 1} : 1 and 2 : 


1 










Crown 8 Feet 








Vertical 
Hdight 
in feet 


Cubie 
100 feet 


8(i.rt 

inCrofli 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds.P» 
100 feet 


Sq.Pt. 
inCroM 
Seetioo 


Vertical 
Height 
in feet 


Cubie 
Yda.IVr 
100 feet 


Bq.Ft 

inCnm. 

SeetioQ 


0.1 


3.03 


0.82 


5.1 


319.7 


86.3 


10.1 


960.4 


259. -=3 


.2 


6.19 


1.67 


.2 


329.3 


88.9 


.2 


976.6 


263. -^ 


.3 


9.5 


2.56 


.3 


339.1 


91.. 6 


.3 


992.8 


268. Tl 


.4 


12.9 


3.48 


.4 


349.0 


94.2 


.4 


1009.2 


272. ^ 


.5 


16.4 


4.44 


.5 


359.0 


96.9 


.5 


1025.7 


276. ^ 


.6 


20.1 


5.43 


:6 


369.2 


99.7 


.6 


1(X42.3 


281_ 4 


.7 


23.9 


6.5 


.7 


379.5 


102.5 


.7 


1059.1 


286^ 


.8 


27.9 


7.5 


.8 


389.9 


105.3 


.8 


1076.0 


290_ 5 


.9 


31.9 


8.6 


.9 


400.4 


108.1 


.9 


1093.0 


295 1 


1.0 


36.1 


9.8 


6.0 


411.1 


111.0 


11.0 


1110.2 


299 8 


.1 


40.4 


10.9 


.1 


421.9 


113.9 


.1 


1127.5 


304 — 4 


.2 


44.9 


12.1 


.2 


432.9 


116.9 


.2 


1144.9 


309 _ 1, 


.3 


49.5 


13.4 


.3 


443.9 


119.9 


.3 


1162.4 


313 — 9 


.4 


54.2 


14.6 


.4 


455.1 


12C2.9 


.4 


1180.1 


318 _ 6 


.5 


59.0 


15.9 


.5 


466.4 


125.9 


.5 

• 


1197.9 


323 ^4 


.6 


64.0 


17.3 


.6 


477.9 


129.0 


.6 


1215.9 


328 —3 


.7 


69.1 


18.7 


.7 


489.5 


132.2 


.7 


1233.9 


333 2 


.8 


74.3 


20.1 


.8 


501.2 


135.3 


.8 


1252.1 


338 -1 


.9 


79.7 


21.5 


.9 


513.0 


138.5 


.9 


1270.4 


343 -0 


2.0 


85.2 


23.0 


7.0 


525.0 


141.8 


12.0 


1288.9 


348 -0 


.1 


90.8 


24.5 


.1 


537.1 


145.0 


.1 


1307.5 


353 -0 


.2 


96.6 


26.1 


.2 


549.3 


148.3 


.2 


1326.2 


358 -1 


.3 


102.4 


27.7 


.3 


^ 561.7 


151.7 


.3 


1345.0 


363 -2 


.4 


108.4 


29.3 


.4 


574 2 


155 


.4 


1364.0 


368 -3 


.5 


114.6 


30.9 


.5 


586.8 


158.4 


.5 


1383.1 


373- -4 


.6 


120.9 


32.6 


.6 


599.6 


161.9 


.6 


1402.3 


378. -6 


.7 


127.3 


34.4 


.7 


612.4 


165.4 


.7 


1421.7 


383. -9 


.8 


133.8 


36.1 


.8 


625.4 


168.9 


.8 


1441.2 


389 -1 


.9 


140.4 


37.9 


.9 


638.6 


172.4 


.9 


1460.8 


394. -4 


3.0 


147.2 


39.8 


8.0 


651.9 


176.0 


13.0 


1480.6 


39» -8 


.1 


154.1 


41.6 


.1 


665.3 


179.6 


.1 


1500.4 


40^* - 1 


.2 


161.2 


43.5 


.2 


678.8 


183.3 


.2 


1520.4 


41(> - 5 


.3 


168.4 


45.5 


.3 


692.4 


187.0 


.3 


1540.6 


41ft -0 


.4 


175.7 


47.4 


.4 


706.2 


190.7 


.4 


1560.9 


421 -4 


.5 


183.1 


49.4 


.5 


720.1 


194.4 


.5 


1581.3 


425. « 


.6 


190.7 


51.5 


.6 


734.2 


198.2 


.6 


1601.8 


432.5 


.7 


198.4 


53.6 


.7 


748.4 


202.1 


.7 


1622.4 


438.1 


.8 


206.2 


55.? 


.8 


762.7 


205.9 


.8 


1643.2 


443.7 


.9 


214.1 


57.8 


.9 


777.1 


209.8 


.9 


1664.1 


449.3 


4.0 


222.2 


60.0 


9.0 


791.7 


213.8 


14.0 


1685.2 


455.0 


.1 


230.4 


62.2 


.1 


806.4 


217.7 


.1 


1706.4 


460.7 


.2 


238.8 


64.5 


.2 


821.2 


221.7 


.2 


1727.7 


466.5 


.3 


247.3 


66.8 


.3 


836.1 


225.8 


.3 


1749.1 


472.3 


.4 


255.9 


69.1 


.4 


851.2 


229.8 


.4 


1770.7 


478.1 


.5 


264.6 


71.4 


.5 


866.4 


233.9 


.5 


1792.4 


483.9 


.6 


273.4 


73.8 


.6 


881.8 


238.1 


.6 


1814.2 


489.8 


.7 


282.4 


76.3 


.7 


897.3 


242.3 


.7 


1836.1 


495.8 


.8 


291.6 


78.7 


.8 


912.9 


246.5 


.8 


1858.2 


501.7 


.9 


300.8 


81.2 


.9 


928.6 


250.7 


.9 


1880.4 


507.7 


5.0 


310.2 


83.8 


1 10.0 


944.4 


255.0 


15.0 


1902.8 


513.8 



> 



eUBIC CONTEXTS OP LEVEE EMBANKMENTS 



97 



TABLE V Side Slopes li : 1 and 2 : 1 

Crown 8 Feet 



Verticd 
Heiibt 


Cubie 
Yds.IV 


80. Ft 
inCRM 


Vertieal 
Hekfat 
infeet 


Cubie 
Yd8.Ftar 


aq.Pt 
inCitM 


Vertioel 
Hekht 
in feat 


Cubie 
Yds. Per 


So. Ft 
in CroM 


mieet 


100 feet 




100 feet 


Seetkm 


100 feet 


Seetion 


15.1 


1925.3 


519.8 


20.1 


3214.1 


867.8 


25.1 


4827.1 


1303.3 


.2 


1947.9 


525.9 


.2 


3243.2 


875.7 


.2 


4862.7 


1312.9 


.3 


1970.6 


532.1 


.3 


3272.4 


883.6 


.3 


4898.4 


1322.6 


.4 


1993.4 


538.2 


.4 


3301.8 


891.5 


.4 


4934.2 


1332.2 


.5 


2016.4 


544.4 


.5 


3331.3 


'899.4 


.5 


4970.1 


1341.9 


.6 


2039.6 


550.7 


.6 


3360.9 


907.4 


.6 


5006.2 


1351.7 


.7 


2062.8 


557.0 


.7 


3390.6 


915.5 


.7 


5042.4 


1361.5 


.8 


2086.2 


563.3 


.8 


3420.4 


923.5 


.8 


5078.8 


1371.3 


.9 


2109.7 


569.6 


.9 


3450.4 


931.6 


.9 


5115.3 


1381.1 


16.0 


2133.3 


576.0 


21.0 


3480.6 


939.8 


26.0 


5151.9 


1391.0 


.1 


2157.1 


582.4 


.1 


3510.8 


947.9 


.1 


5188.6 


1400.9 


.2 


2181.0 


588.9 


.2 


3541.2 


956.1 


.2 


5225.4 


1410.9 


.3 


2205.0 


595.4 


.3 


3571.7 


964.4 


.3 


5262.4 


1420.9 


.4 


2229.2 


601.9 


.4 


3602.3 


972.6 


.4 


5299.6 


1430.9 


.5 


2253.5 


608.4 


.5 


3633.1 


980.9 


.5 


5336.8 


1440.9 


.6 


2277.9 

1 


615.0 


.6 


36€^.0 


989.3 


.6 


* 5374.2 


1451.0 


.7 


2302.4 


621.7 


.7 


3695.0 


997.7 


.7 


5411.7 


1461.2 


.8 


2327.1 


. 628.3 


.8 


3726.2 


1006. r 


.8 


5449.3 


1471.3 


.9 


2351.9 


635.0 


.9 


3757.5 


1014.5 


.9 


5487.1 


1481.5 


17.0 


2376.9 


641.8 


22.0 


3788.9 


1023.6 


27.0 


5525.0 


1491.8 


.1 


2401.9 


648.5 


.1 


3820.4 


1031.5 


.1 


5563.0 


1502.0 


.2 


2427.1 


655.3 


.2 


3852.1 


1040.1 


.2 


5601.2 


1512.3 


.3 


2452.4 


662.2 


.3 


3883.9 


1048.7 


.3 


5639.5 


1522.7 


.4 


2477.9 


669.0 


.4 


3915.9 


1057.3 


.4 


5677.9 


1533.0 


•5 


2503.5 


675.9 


.5 


3947.9 


1065.9 


.5 


5716.4 


1543.4 


.6 


2529.2 


682.9 


.6 


3980.1 


1074.6 


.6 


5755.1 


1553.9 


.7 


2555.0 


689.9 


.7 


4012.4 


1083.4 


.7 


5793.9 


1564.4 


.8 


2581.0 


696.9 


.8 


4044.9 


1092.1 


.8 


5832.9 


1574.9 


.9 


2607.1 


703.9 


.9 


4077.5 


1100.9 


.9 


5871.9 


1585.4 


18.0 


2633.3 


711.0 


23.0 


4110.2 


1109 8 


28.0 


5911.1 


1596.0 


.1 


2659.7 


718.1 


.1 


4143.0 


1118.6 


.1 


5950.4 


1606.6 


.2 


2686.2 


725.3 


.2 


4176.0 


1127.5 


.2 


5989.9 


1617.3 


.3 


2712.8 


732.5 


.3 


4209.1 


1136.5 


.3 


6029.5 


1628.0 


.4 


2739.6 


739.7 


.4 


4242.3 


1145.4 


.4 


6069.2 


1638.7 


.5 


2766.4 


746.9 


.5 


4275.7 


1154.4 


.5 


6109.0 


1649.4 


.6 


2793.4 


754.2 


.6 


4309.2 


1163.5 


.6 


6149.0 


1660.2 


.7 


2820.6 


761.6 


.7 


4342.8 


1172.6 


.7 


6189.1 


1671.1 


.8 


2847.9 


768.9 


.8 


4376.6 


1181.7 


.8 


6229.3 


1681.9 


.9 


2875.3 


776.3 


.9 


4410.4 


1190.8 


.9 


6269.7 


1692.8 


19.0 


2902.8 


783.8 


24.0 


4444.4 


1200.0 


29.0 


6310.2 


1703.8 


.1 


2930.4 


791.2 


.1 


4478.6 


1209.2 


.1 


6350.8 


1714.7 


.2 


2958.2 


798.7 


.2 


4512.9 


1218.5 


.2 


6391.6 


1725.7 


.3 


2986.1 


806.3 


.3 


4547.3 


1227.8 


.3 


6432.4 


1736.8 


.4 


3014.2 


813.8 


.4 


4581.8 


1237.1 


.4 


6473.4 


1747.8 


.5 


3042.4 


821.4 


.5 


4616.4 

1 


1246.4 


.5 


6514.6 


1758.9 


.6 


3070.7 


829.1 


.6 


4651.2 


1255.8 


.6 


6555.9 


1770.1 


.7 


3099.1 


836.8 


.7 


4686.1 


1265.3 


.7 


6597.3 


1781.3 


.8 


3127.7 


844.5 


.8 


4721.2 


1274.7 


.8 


6638.8 


1792.5 


.9 


3156.4 


852.2 


.9 


4756.4 


1284.2 


.9 


6680.4 


1803.7 


20.0 


3185.2 


860 


25.0 


4791.7 


1293.8 


30.0 


6722.2 


1815.0 



98 



CTBIC COXTEXT* OF LEVEE EMBAXK3CEXTS 



TABLE V Sde Slopes 1| : 1 and 2 : 1 

Cnywn 9 Pwt 



T«twJ 


Mifait 


IS 


» 


. C*fcie 
UlOfact 


1 
8^ 


Tcftial 


Cafaie S 

IQOfBit i S 

1 


0.1 


3.40 


0.92 


5.1 


338.6 


91.4 


10.1 


t 

997.8 ' 


.2 


6,93 


1.87 


.2 


348.6 


94.1 


.2 


1014.3 




.3 


10,6 


2.86 


.3 


358.7 


96.9 


.3 


1031.0 




,4 


14,4 


3.83 


.4 


369.0 


996 


.4 


1047.7 




.i 


U,3 


4.94 


.5 


379.4 


102.4 


.5 


1064.6 




,6 


22,3 


6.03 


.6 


389.9 


105.3 


.6 


1081.6 




,7 


23.6 


7.2 


.7 


400.6 


108.2 


-7 


1098.7 




,B 


30.3 


3.3 


.3 


411.4 


111.1 


.8 


1116 




.9 


36.3 


9.5 


.9 


422.3 


114.0 


.9 


1133.4 




1,0 


39.3 


10.8 


6.0 


433.3 


117.0 


11.0 


1150.9 




A 


44.5 


12.0 


A 


4U.5 


• 120.0 


.1 


1168.6 




,2 


49.3 


13.3 


.2 


455.8 


123.1 


.2 


1186.4 




.3 


54.3 


14.7 


.3 


467.3 


126.2 


.3 


1204.3 




.4 


59.4 


16.0 


.4 


478.8 


129 3 


.4 


1222.3 




.$ 


64.6 


17.4 


.5 


490.5 


132.4 


.5 


1240.5 




.6 


69.9 


• 18.9 


.6 


502.3 


135.6 


.6 


1258.8 




.7 


75.4 


20.4 


.7 


514.3 


138.9 


.7 


1277.3 




.S 


31.0 


21.9 


.3 


526.4 


142.1 


.8 


1295.8 




.0 


36.7 


23.4 


.9 


538.6 


145.4 


.9 


1314.5 




2.0 


92.6 


25.0 


7.0 


550.9 


148.8 


12.0 


1333.3 




-1 


98.6 


26.6 


.1 


563.4 


152.1 


.1 


1352.3 




.2 


104.7 


28.3 


.2 


576.0 


155.5 


.2 


1371.4 




.3 


111.0 


30.0 


.3 


588.7 


159.0 


.3 


1390.6 




.4 


117.3 


31.7 


.4 


601.6 


162.4 


.4 


1409.9 




.5 


123.8 


33.4 


.5 


614.6 


165.9 


.5 


1429.4 




.6 


130.5 


35.2 


.6 


627.7 


169.5 


. .6 


1449.0 




.7 


137.3 


37.1 


.7 


641.0 


173.1 


.7 


1468.7 




,3 


144.1 


38.9 


.8 


654.3 


176.7 


.8 


1488.6 




.9 


151.2 


40.8 


.9 


667.8 


180.3 


.9 


1508.6 




3.0 


158.3 


42.8 


8.0 


681.5 


184.0 


13.0 


1528.7 




.1 


165.6 


44.7 


.1 


695.3 


187.7 


.1 


1549.0 




.2 


173.0 


46.7 


.2 


709.1 


191.5 


.2 


1569.3 




.3 


180.6 


48.8 


.3 


723.2 


195.3 


.3 


1589.8 




,4 


188.3 


50.8 


.4 


737.3 


199.1 


.4 


1610.5 




.5 


196.1 


52.9 


.5 


751.6 


202.9 


.5 


1631.3 




.6 


204.0 


55.1 


.6 


766.0 


206.8 


.6 


1652.1 




.7 


212.1 


57.3 


.7 


780.6 


210.8 


.7 


1673.2 




.8 


220.3 


59.5 


.8 


795.3 


214.7 


.8 


1694.3 




.9 


228.6 


61.7 


.9 


810.1 


218.7 


.9 


1715.6 




4.0 


237.0 


64.0 


9.0 


825.0 


222.8 


14.0 


1737.0 




.1 


245.6 


66.3 


.1 


840.1 


226.8 


.1 


1758.6 




.2 


254.3 


68.7 


.2 


855.3 


230.9 


.2 


1780.3 




.3 


263.2 


71.1 


.3 


870.6 


235.1 


.3 


1802.1 




A 


272.1 


73.5 


.4 


886.0 


239.2 


.4 


1824.0 




.5 


281.3 


75.9 


.5 


901.6 


243.4 


.5 


1846.1 




.6 


290.5 


78.4 


.6 


917.3 


247.7 


.6 


1868.3 




.7 


299.8 


81.0 


.7 


933.2 


252.0 


.7 


1890.6 




.8 


'309.3 


83.5 


.8 


949.1 


256.3 


.8 


1913.0 




.9 


319.0 


86.1 


.9 


965.3 


260.6 


.9 


1935.6 




• ft 


328.7 


88.8 


10.0 


981.5 


265.0 


15.0 


1958.3 





CUBIC CONTENTS OF LEVEE EMBANKMENTS 



99 



TABLE V Side Slopes li : 1 and 2 : 1 

Crown 9 Feet 



Vert.ica1 
Height 
in feet 


Cubie 
Yds. Per 
100 feet 


So. Ft. 
inCroai 
Section 


Vertiml 
Height 
in feet 


Cubic 

Yds. Per 

100 feet 


So. Ft 
inCroai 
Section 


VerticftI 
Height 
infect 


Cubic 
Yde.Per 
100 feet 


Sq.Ft 
inCroflB 
Section 


15.1 


1981.2 


534.9 


20.1 


3288.6 


887.9 


25.1 


4920.1 


1328.4 


.2 


2004.1 


541.1 


.2 


3318.0 


895.9 


.2 


4956.0 


1338.1 


.3 


2027.3 


547.4 


.3 


3347.6 


903.9 


.3 


4992.1 


1347.9 


.4 


2050.5 


553.6 


.4 


3377.3 


911.9 


.4 


5028.3 


1357.6 


.5 


2073.8 


559.9 


.5 


3407.2 


919.9 


.5 


5064.6 


1367.4 


.6 


2097.3 


566.3 


.6 


3437.1 


928.0 


.6 


5101.0 


1377.3 


.7 


2121.0 


572.7 


.7 


3467.3 


936.2 


.7 


5137.6 


1387.2 


.8 


2144.7 


579.1 


.8 


3497.5 


944.3 


.8 


5174.3 


1397.1 


.9 


2168.6 


585.5 


.9 


3527.8 


952.5 


.9 


5211.2 


1407.0 


\6.0 


2192.6 


592.0 


21.0 


3558.3 


960.8 


26.0 


5248.1 


1417.0 


.1 


2216.7 


598.5 


.1 


3589.0 


969.0 


.1 


5285.3 


1427.0 


.2 


2241.0 


605.1 


.2 


3619.7 


977.3 


.2 


5322.5 


1437.1 


.3' 


2265.4 


611.7 


.3 


3650.6 


985.7 


.3 


5359.8 


1447.2 


.4 


2289.9 


618.3 


.4 


3681.6 


994.0 


.4 


5397.3 


1457.3 


.5 


2314.6 


624.9 


.5 


3712.7 


1002.4 


.5 


5435.0 


1467.4 


.6 


2339.4 


631.6 


.6 


3744.0 


1010.9 


.6 


5472.7 


1477.6 


.7 


2364.3 


638.4 


.7 


3775.4 


1019.4 


.7 


5510.6 


1487.9 


.8 


2389.3 


645.1 


.8 


3806.9 


1027.9 


.8 


5548.6 


1498.1 


.9 


2414.5 


651.9 


.9 


3838.6 


1036.4 


.9 


5586.7 


1508.4 


17.0 


2439.8 


658.8 


22.0 


3870.4 


1045.0 


27.0 


5625.0 


1518.8 


.1 


2465.3 


665.6 


.1 


3902.3 


1053.6 


.1 


5663.4 


1529.1 


.2 


2490.8 


672.5 


.2 


3934.3 


1062.3 


.2 


5701.9 


1539.5 


.3 


2516.5 


679.5 


.3 


3966.5 


1071.0 


.3 


5740.6 


1550.0 


.4 


2542.3 


686.4 


.4 


3998.8 


1079.7 


.4 


5779.4 


1560.4 


.5 


2568.3 


693.4 


.5 


4031.3 


1088.4 


.5 


5818.3 


1570.9 


.6 


2594.4 


700.5 


.6 


4063.8 


1097.2 


.6 


5857.3 


1581.5 


.7 


2620.6 


707.6 


.7 


4096.5 


1106.1 


.7 


5896.5 


1592.1 


.8 


2646.9 


714.7 


.8 


4129.3 


1114.9 


.8 


5935.8 


1602.7 


.9 


2673.4 


721.8 


.9 


4162.3 


1123.8 


.9 


5975.3 


1613.3 


M.«.0 


2700.0 


729.0 


23.0 


4195.4 


1132.8 


28.0 


6014.8 


1624.0 


.1 


2726.7 


736.2 


.1 


4228.6 


1141.7 


.1 


6054.5 


1634.7 


.2 


2753.6 


743.5 


.2 


4261.9 


1150.7 


.2 


^4.3 
6134.3 


1645.5 


.3 


2780.6 


750.8 


.^ 


4295.4 


1159.8 


.3 


1656.3 


.4 


2807.7 


758.1 


.4 


.4329.0 


1168.8 


.4 


6174.4 


1667.1 


.5 


2835.0 


765.4 


.5 


4362.7 


1177.9 


.5 


6214.6 


1677.9 


.6 


2862.3 


772.8 


.6 


4396.6 


1187.1 


.6 


6254.9 


1688.8 


.7 


2889.8 


780.3 


.7 


4430.6 


1196.3 


.7 


6295.4 


1699.8 


.8 


2917.5 


787.7 


.8 


4464.7 


1205.5 


.8 


6336.0 


1710.7 


.9 


2945.3 


795.2 


.9 


4499.0 


1214.7 


.9 


6376.7 


1721.7 


19.0 


2973.1 


802.8 


24.0 


4533.3 


1224.0 


29.0 


6417.6 


1732.8 


.1 


3001.2 


810.3 


.1 


4567.8 


1233.3 


.1 


6458.6 


1743.8 


.2 


3029.3 


817.9 


.2 


4602.5 


1242.7 


.2 


6499.7 


1754.9 


.3 


3057.6 


825.6 


.3 


4637.3 


1252.1 


.3 


6541.0 


1766.1 


.4 


3086.0 


833.2 


.4 


4672.1 


1261.5 


.4 


6582.3 


1777.2 


.5 


3114.6 


840.9 


.5 


4707.2 


1270,9 


.5 


6623.8 


1788.4 


.6 


3143.3 


848.7 


.6 


4742.3 


1280.4 


.6 


6665.5 


1799.7 


.7 


3172.1 


856.5 


.7 


4777.6 


1290.0 


.7 


6707.3 


1811.0 


.8 


3:^1.0 


864.3 


.8 


4813.0 


1299.5 


.8 


6749.1 


1822.3 


.9 


3230.1 


872.1 


.9 


4848.6 


1309.1 


.9 


6791.2 


1833.6 


20.0 


3259.3 


880.0 


25.0 


4884.3 


1318.8 


30.0 


6833.3 


1845.0 



;3 4 * 4 Vi 



100 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE V 



Side Slopes 1} : 1 and 2 
Crown 10 Feet 



Vertioal 
Hdght 


Cubic 
Ydi.Per 


8a.Ft. 
inCrofli 


Vertieal 
Heuht 
inieet 


Cubio 
Yds. Per 


8a.Ft 
inCroH 


Vertieal 
Heiifat 


Cobie 
YdB.PMr 


8a.Pt 
inOraa 


in feet 


100 feet 


SectioD 


100 feet 


Seetion 


in feet 


100 feet 


SeetMn 


0.1 


3.77 


1.02 


5.1 


357.5 


96.5 


10.1 


1035.3 


279.5 


.2 


7.67 


2.07 


.2 


367.9 


99.3 


.2 


1052.1 


284.1 


.3 


11.7 


3.16 


.3 


378.4 


102.2' 


.3 


1069.1 


288.7 


.4 


15.9 


4.28 


.4 


389.0 


105.0 


.4 


1086.2 


293.3 


.5 


20.1 


5.44 


.5 


399.8 


107.9 


.5 


1103.5 


297.9 


.6 


24.6 


6.6 


.6 


410.7 


110.9 


.6 


1120.9 


302.6 


.7 


29.1 


7.9 


.7 


421.7 


113.9 


.7 


1138.4 


307.4 


.8 


33.8 


9.1 


.8 


432.9 


116.9 


.8 


1156.0 


312 1 


.9 


38.6 


10.4 


.9 


444.1 


119.9 


.9 


1173.8 


316.9 


1.0 


43.5 


11.8 

• 


6.0 


455.6 


123.0 


11.0 


1191.7 


321.8 


.1 


48.6 


13.1 


.1 


467.1 


126.1 


.1 


1209.7 


326.6 


.2 


53.8 


14.5 


.2 


478.8 


129.3 


.2 


1227.9 


331.5 


.3 


59.1 


16.0 


.3 


490.6 


132.5 


.3 


1246.1 


• 336.5 


.4 


64.6 


17.4 


.4 


502.5 


135.7 


.4 


1264.6 


341.4 


.5 


70.1 


18.9 


.5 


514.6 


138.9 


.5 


1283.1 


346.4 


.6 


75.9 


20.5 


.6 


526.8 


142.2 


.6 


1301.8 


351.5 


.7 


81.7 


22.1 


.7 


539.1 


145.6 


. .7 


1320.6 


356.6 


.8 


87.7 


23.7 


.8 


551.6 


148.9 


.8 


1339.5 


361.7 


.9 


93.8 


25.3 


.9 


564.1 


152.3 


.9 


1358.6 


366.8 


2.0 


100.0 


27.0 ' 


7.0 


576.9 


155.8 


12.0 


1377.8 


372.0 


.1 


106.4 


28.7 


.1 


589.7 


159.2 


.1 


1397.1 


377.2 


.2 


112.9 


.30.5 


.2 


602.7 


162.7 


.2 


1416.6 


382.5 


.3 


119.5 


32.3 


.3 


615.8 


166.3 


.3 


1436.1 


387.8 


.4 


126.2 


34.1 


.4 


629.0 


169.8 


.4 


1455.9 


393.1 


.5 


133.1 


35.9 


.5 


642.4 


173.4 


.5 


1475.7 


398.4 


.6 


140.1 


37.8 


.6 


655.9 


177.1 


.6 


1495.7 


403.8 


.7 


147.3 


39.8 


.7 


669.5 


180.8 


.7 


1515.8 


409.3 


.8 


154.5 


41.7 


.8 


683.2 


184.5 


.8 


1536.0 


414.7 


.9 


161.9 


43.7 


.9 


697.1 


188.2 


.9 


1556.4 


420.2 


3.0 


169.4 


45.8 


8.0 


711.1 


192.0 


13.0 


1576.9 


425.8 


.1 


177.1 


47.8 


.1 


725.3 


195.8 


.1 


1597.5 


431.3 


.2 


184.9 ^ 
192.8 ^ 


49.9 


.2 


739.5 


199.7 


.2 


1618.2 


436.9 


.3 


52.1 


.3 


753.9 


203.6 


.3 


1639.1 


442.6 


.4 


200.9 


54.2 


.4 


768.4 


207.5 


• .4 


1660.1 


448.2 


.5 


209.0 


56.4 


.5 


783.1 


211.4 


.5 


1681.3 


453.9 


.6 


217.3 


58.7 


.6 


797.9 


215.4 


.6 


1702.5 


459.7 


.7 


225 8 


61.0 


.7 


812.8 


219.5 


.7 


1723.9 


465.5 


.8 


234.3 


63.3 


.8 


827.9 


223.5 


.8 


1745.4 


471.3 


.9 


243.0 


65.6 


.9 


843.0 


227.6 


.9 


1767.1 


477.1 


4.0 


251.9 


68.0 


9.0 


858.3 


231.8 


14.0 


1788.9 


483.0 


.1 


260.8 


70.4 


.1 


873.8 


235.9 


.1 


1810.8 


488.9 


.2 


269.9 


72.9 


.2 


889.3 


240.1 


.2 


1832.9 


494.9 


.3 


279.1 


75.4 


.3 


905.0 


244.4 


.3 


1855.0 


500.9 


.4 


288.4 


77.9 


.4 


920.9 


248.6 


.4 


1877.3 


506.9 


.5 


297.9 


80.4 


.5 


936.8 


252.9 


.5 


1899.8 


512.9^ 


.6 


307.5 


83.0 


.6 


952.9 


257.3 


.6 


1922.3 


519. d 


.7 


317.3 


85.7 


.7 


969.1 


261.7 


.7 


1945.0 


525.-* 


.8 


327.1 


88.3 


.8 


985.4 


266.1 


.8 


1967.9 


531.^ 


.9 


337.1 


91.0 


.9 


1001.9 


270.5 


.9 


1990.8 


537. « 


5.0 


347.2 


93.8 


10.0 


1018.5 


275.0 


15.0 


2013.9 

1 


543.9 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



101 



TABLE V 



Side Slopes 1} : 1 and 2 
Crown 10 Feet 



Vertieal 
Height 
in feet 


Cubic 
Yde.Pte 
100 feet 


8a.Pt 
inCroH 
SeetioD 


Vertind 
Height 
in feet 


Cubic 
Y6m.?w 
100 feet 


8a. Pt. 
inCroH 
SeotioB 


Vertieel 
HeiEht 
Sleet 


Cubic 
Yds. Per 
100 feet 


8a. Pt 
inCRW 


15.1 


2037.1 


550.0 


20.1 


3363.0 


908.0 


25.1 


5013.0 


1353.5 


.2 


2060.4 


556.3 


.2 


3392.9 


916.1 


.2 


5049.3 


1363.3 


.3 


2083.9 


562.7 


.3 


3422.8 


924.2 


.3 


5085.8 


1373.2 


.4 


2107.5 


569.0 


.4 


3452.9 


932.3 


.4 


5122.3 


1383.0 


.5 


2131.3 


575.4 


.5 


3483.1 


940.4 


.5 


5159.0 


1392.9 


.6 


2155.1 


581.9 


.6 


3513.4 


948.6 


.6 


5195.9 


1402.9 


.7 


2179.1 


588.4 


.7 


3543.9 


956.9 


.7 


5232.8 


1412.9 


.8 


22a3.2 


594.9 


.8 


3574.5 


965.1 


.8 


5269.9 


1422.9 


.9 


2227.5 


601.4 


.9 


3605.3 


973.4 


.9 


5307.1 


1432.9 


16.0 


2251.9 


608.0 


21.0 


3636.1 


981.8 


26.0 


5344.4 


1443.0 


.1 


2276.4 


614.6 


.1 


3667.1 


990.1 


.1 


5381.9 


1453.1 


.2 


2301.0 


621.3 


.2 


3698.2 


998.5 


.2 


5419.5 


1463.3 


.3 


2325.8 


628.0 


.3 


3729.5 


1007.0 


.3 


5457.3 


1473.5 


.4 


2350.7 


634.7 


.4 


3760.9 


1015.4 


.4 


5495.1 


1483.7 


.5 


2375.7 


641.4 


.5 


3792.4 


1023.9 


.5 


5533.1 


1493.9 


.6 


2400.9 


648.2 


.6 


3824.0 


1032.5 


.6 


5571.2 


1504.2 


.7 


2426.1 


655.1 


.7 


3855.8 


1041.1 


.7 


5609.5 


1514.6 


.8 


2451.6 


661.9 


.8 


3887.7 


1049.7 


.8 


5647.9 


1524.9 


.9 


2477.1 


668.8 


.9 


3919.7 


1058.3 


.9 


5686.4 


1535.3 


17.0 


2502.8 


675.8 


22.0 


3951.9 


1067.0 


27.0 


5725.0 


1545.8 


.1 


2528.6 


682.7 


.1 


3984.1 


1075.7 


.1 


5763.8 


1556.2 


.2 


2554.5 


689.7 


.2 


4016.6 


1084.5 


.2 


5802.7 


1566.7 


.3 


2580.6 


696.8 


.3 


4049.1 


1093.3 


.3 


5841.7 


1577.3 


.4 


2606.8 


703.8 


.4 


4081.8 


1102.1 


.4 


5880.9 


1587.8 


.5 


2633.1 


710.9 


.5 


4114.6 


1110.9 


.5 


5920.1 


1598.4 


.6 


2659.6 


718.1 


.6 


4147.5 


1119.8 


.6 


5959.6 


1609.1 


.7 


2686.1 


725.3 


.7 


4180.6 


1128.8 


.7 


5999.1 


1619.8 


.8 


2712.9 


732.5 


.8 


4213.8 


1187.7 


.8 


6038.8 


1630.5 


.9 


2739.7 


739.7 


.9 


4247.1 


1446.7 


.9 


6078.6 


1641.2 


18.0 


2766.7 


747.0 


23.0 


4280.6 


1155.8 


28.0 


6118.5 


1662.0 


.1 


2793.8 


754.3 


.1 


4314.1 


1164.8 


.1 


6158.6 


1662.8 


.2 


2821.0 


761.7 


.2 


4347.9 


1173.9 


.2 


6198.8 


1673.7 


.3 


2848.4 


769.1 


.3 


4381.7 


1183.1 


.3 


6239.1 


1684.6 


.4 


2875.9 


776.5 


.4 


4415.7 


1192.2 


.4 


6279.6 


1695.5 


.5 


2903.5 


783.9 


.5 


4449.8 


1201.4 


.5 


6320.1 


1706.4 


.6 


2931.2 


791.4 


.6 


4484.0 


1210.7 


.6 


6360.9 


1717.4 


.7 


2959.1 


799.0 


.7 


4518.4 


1220.0^ 


.7 


6401.7 


1728.5 


.8 


2987.1 


806.5 


.8 


4.552.9 


1229.3 


.8 


6442.7 


1739.5 


.9 


3015.3 


814.1 


.9 


4587.5 


1238.6 


.9 


6483.8 


.1750.6 


19.0 


3043.5 


821.8 


24.0 


4622.2 


1248.0 


29.0 


6525.0 


1761.8 


.1 


3071.9 


829.4 


.1 


4657.1 


1257.4 


.1 


6566.4 


1772.9 


.2 


3100.4 


837.1 


.2 


4692.1 


1266.9 


.2 


6607.9 


1784.1 


.3 


3129.1 


844.9 


.3 


4727.3 


1276.4 


.3 


6649.5 


1795.4 


.4 


3157.9 


852.6 


.4 


4762.5 


1285.9 


.4 


6691.2 


1806.6 


.5 


3186.8 


860.4 


.5 


4797.9 


1295.4 

• 


.5 


6733.1 


1817.9 


.6 


3215.9 


868.3 


.6 


4833.4 


1305.0 


.6 


6775.1 


1829.3 


.7 


3245.0 


876.2 


.7 


4869.1 


1314.7 


.7 


6817.3 


1840.7 


.8 


3274.3 


884.1 


.8 


4904.9 


1324.3 


.8 


6859.5 


1852.1 


.9 


3303.8 


892.0 


.9 


4940.8 


1334.0 


.9 


6901 9 


1863.5 


20.0 


3333.3 


900.0 


25.0 


4976.9 


1343.8 


30.0 


6944.4 


1875.0 



02 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE VI 



Side Slopes 1} : 1 and 3 : 1 
Crown 1 Foot 



'erUeal 
Height 
bfeet 


Cabie 

Yde.Per 

100 feet 


Sq.Pt 
inCroii 
Seetion 


Vertioal 
Height 
in feet 


1 

Cubie 

Yd8.Pter 

100 feet 


Sq.Pt 
inCroM 
Seetkm 


Vertieel 
Height 
in feet 


Cubie 
Yds.Pte 
* 100 feet 


So. Ft. 
inCroM 
Seetioo 


0.1 


0.454 


0.123 


5.1 


235.6 


63.6 


10.1 


887.5 


239.6 


.2 


1.074 


0.290 


.2 


244.6 


66.0 


.2 


904.8 


244.3 


.3 


1.86 


0.503 


.3 


253.7 


68.5 


.3 


922.2 


249.0 


.4 


2.81 


0.76 


.4 


263.0 


71.0 


.4 


939.9 


253.8 


.5 


3.94 


1.06 


.5 


272.5 


73.6 


.5 


957.6 


258.6 


.6 


5.22 


1.41 


.6 


282.1 


76.2 


.6 


975.6 


263.4 


.7 


6.7 


1.80 


.7 


291.9 


78.8 


.7 


993.7 


268.3 


.8 


8.3 


2.24 


.8 


301.8 


81.5 


.8 


1012.0 


273.2 


.9 


10.1 


2.72 


.9 


311.9 


84.2 


.9 


1030.5 


278.2 


1.0 


12.0 


3.25 


6.0 


322.2 


87.0 


11.0 


1049.1 


283.3 


.1 


14.2 


3.82 


.1 


332.7 


89.8 


.1 


1067.9 


288.3 


.2 


16.4 


4.44 


.2 


343.3 


92.7 


.2 


1086.8 


293.4 


.3 


18.9 


5.10 


.3 


354.1 


95.6 


.3 


1105.9 


298.6 


.4 


21.5 


5.8 


.4 


365.0 


98.6 


.4 


1125.2 


303.8 


.5 


24.3 


6.6 


.5 


376.2 


101.6 


.5 


1144.7 


309.1 


.6 


27.3 


7.4 


.6 


387.4 


104.6 


.6 


1164.3 


314.4 


.7 


30.4 


8.2 


.7 


398.9 


107.7 


.7 


1184.1 


319.7 


.8 


33.7 


9.1 


.8 


410.5 


110.8 


.8 


1204.0 


325.1 


.9 


37.1 


10.0 


.9 


422.3 


114.0 


.9 


1224.2 


330.5 


2.0 


40.7 


11.0 


7.0 


434.3 


117.3 


12.0 


1244.4 


336.0 


.1 


44.5 


12.0 


.1 


446.4 


120.5 


.1 


1264.9 


341.5 


.2 


48.5 


13.1 


.2 


458.7 


123.8 


.2 


1285.5 


347.1 


.3 


52.6 


14.2 


.3 


471.1 


127.2 


.3 


1306.3 


352.7 


.4 


56.9 


15.4 


.4 


483.7 


130.6 


.4 


1327.3 


358.4 


.5 


61.3 


16.6 


.5 


496.5 


134.1 


.5 


1348.4 


364.1 


.6 


66.0 


17.8 


.6 


509.5 


1^7.6 


.6 


1369.7 


369.8 


.7 


70.8 


19.1 


.7 


522.6 


141.1 


.7 


1391.1 


375.6 


.8 


75.7 


20.4 


.8 


535.9 


144.7 


.8 


1412.7 


381.4 


.9 


80.8 


21.8 


.9 


• 549.3 


148.3 


.9 


1434.5 


387.3 


3.0 


86.1 


23.3 


8.0 


563.0 

• 


152.0 


13.0 


1456.5 


393.3 


.1 


91.6 


24.7 


.1 


576.8 


155.7 


.1 


1478.6 


399.2 


.2 


97.2 


26.2 


.2 


590.7 


159.5 


.2 


1500.9 


405.2 


.3 


103.0 


27.8 


.3 


604.8 


163.3 


.3 


1523.3 


411.3 


.4 


108.9 


29.4 


.4 


619.1 


167.2 


.4 


1546.0 


417.4 


.5 


115.0 


31.1 


.5 


633.6 


171.1 


.5 


1568.8 


423.6 


.6 


121.3 


32.8 


.6 


648.2 


175.0 


.6 


1591.7 


429.8 


.7 


127.8 


34.5 


• .7 


663.0 


179.0 


.7 


.1614.8 


436.0 


.8 


134.4 


36.3 


.8 


677.9 


183.0 


.8 


1638.1 


442.3 


.9 


141.2 


38.1 


.9 


693.0 


187.1 


.9 


1661.6 


448.6 


4.0 


148.1 


/lO.O 


9.0 


708.3 


191.3 


14.0 


1685.2 


455.0 


.1 


155.3 


41.9 


.1 


723.8 


195.4 


.1 


1709.0 


461.4 


.2 


162.6 


43.9 


.2 


739.4 


199.6 


.2 


1732.9 


467.9 


.3 


170.0 


45.9 


.3 


755.2 


203.9 


.3 


1757.0 


474.4 


.4 


177.6 


48.0 


.4 


771.1 


208.2 


.4 


1781.3 


481.0 


.5 


185.4 


50.1 


.5 


787.3 

• 


212.6 


.5 


1805.8 


487.6 


.6 


193.4 


52.2 


.6 


803.6 


217.0 


.6 


1830.4 


494.2 


.7 


201.5 


54.4 


.7 


820.0 


221.4 


.7 


1855.2 


500.9 


.8 


209.8 


56.6 


.8 


836.6 


225.9 


.8 


1880.1 


507.6 


.9 


218.2 


58.9 


.9 


853.4 


230.4 


.9 


1905.3 


514.4 


5.0 


226.9 


61.3 


10.0 


870.4 


235 


15.0 


1930.6 


521.3 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



103 



TABLE VI Side Slopes li : 1 and 3 : 1 

Crown 1 Foot 



Vertieal 
Height 
in feel 


Cubic 
Yd8.Pte 
100 feet 


8q.Ft. 
inCroii 
Section 


Verticel 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCroii 
Seetioo 


Vertical 
Height 
in feet 


Cubic 
Yds.Pfer 
100 feet 


inCroM 
Seetioo 


15.1 


1956.0 


528.1 


20.1 


3441.2 


929.1 


25.1 


5343.0 


1442.6 


.2 


1981.6 


535.0 


.2 


3475.1 


938.3 


.2 


5385.3 


1454.0 


.3 


2007.4 


542.0 


.3 


3509.3 


947.5 


.3 


5427.8 


1465.5 


.4 


2033.4 


549.0 


.4 


3543.6 


956.8 


.4 


5470.4 


1477.0 


.5 


2059.5 


556.1 


.5 


3578.0 


966.1 


.5 


5513.2 


1488.6 


.6 


2085.8 


563.2 


.6 


3612.6 


975.4 


.6 


5556. r 


1500.2 


.7 


2112.2 


570.3 


.7 


3647.4 


984.8 


.7 


5599.3 


1511.8 


.8 


2138.9 


577.5 


.8 


3682.4 


994.2 


.8 


5642.6 


1523.5 


.9 


2165.6 


584.7 


.9 


3717.5 


1003.7 


.9 


5686.0 


1535.2 


16.0 


2192.6 


592.0 


21.0 


3752.8 


1013.3 


26.0 


5729.6 


1547.0 


.1 


2219.7 


599.3 


.1 


3788.2 


1022.8 


.1 


5773.4 


1558.8 


.2 


2247.0 


606.7 


.2 


3823.9 


1032.4 


.2 


5817.4 


1570.7 


.3 


2274.5 


614.1 


.3 


3859.6 


1042.1 


.3 


5861.5 


1582.6 • 


.4 


2302.1 


621.6 


.4 


3895.6 


1051.8 


.4 


5905.8 


1594.6 


.5 


2329.9 


629.1 


.5 


3931.7 


1061.6 


.5 


5950.2 


1606.6 


.6 


2357.8 


636.6 


.6 


3968.0 


1071.4 


.6 


5994.9 


1618.6 


.7 


2385.9 


644.2 


.7 


4004.5 


1081.2 


.7 


6039.6 


1630.7 


.8 


2414.2 


651.8 


.8 


4041. r 


1091.1 


.8 


6084.6 


1642.8 


.9 


2442.7 


659.5 


.9 


4077.9 


1101.0 


.9 


6129.7 


1655.0 


17.0 


2471.3 


667.3 


22.0 


4114.8 


1111.0 


27.0 


6175.0 


1667.3 


.1 


2500.1 


675.0 


.1 


4151.9 


1121.0 


.1 


6220.5 


1679.5 


.2 


2529.0 


682.8 


.2 


4189.2 


1131.1 


.2 


6266.1 


1691.8 


.3 


2558.2 


690.7 


.3 


4226.7 


1141.2 


.3 


6311.9 


1704.2 


.4 


2587.4 


698.6 


.4 


4264.3 


1151.4 


.4 


6357.8 


1716.6 


.5 


2616.9 


706.6 


.5 


4302.1 


1161.6 


.5 


6403.9 


1729.1 


.6 


2646.5 


714.6 


.6 


4340.0 


1171.8 


.6 


6450.2 


1741.6 


.7 


2676.3 


722.6 


.7 


4378.2 


1182.1 


.7 


6496.7 


1754.1 


.8 


2706.3 


730.7 


.8 


4416.4 


1192.4 


.8 


6543.3 


1766.7 


.9 


2736.4 


738.8 


.9 


4454.9 


1202.8 


.9 


6590.1 


1779.3 


18.0 


2766.7 


747.0 


23.0 


4493.5 


1213.3 


28.0 


6637.0 


1792.0 


.1 


2797.1 


755.2 


.1 


4532.3 


1223.7 


.1 


6684.2 


1804.7 


.2 


2827.7 


763.5 


.2 


4571.3 


1234.2 


.2 


6731.4 


1817.5 


.3 


2858.5 


771.8 


.3 


4610.4 


1244.8 


.3 


6778.9 


1830.3 


.4 


2889.5 


780.2 


.4 


4649.7 


1255.4 


.4 


6826.5 


1843.2 


,5 


2920.6 


788.6 


.5 


4689.1 


1266.1 ' 


.5' 


6874.3 


1856.1 


.6 


2951.9 


797.0 


.6 


4728.7 


1276.8 


.6 


6922.3 


1869.0 


.7 


2983.3 


805.5 


.7 


4768.5 


1287.5 


.7 


6970.4 


1882.0 


.8 


3015.0 


814.0 


.8 


4808.5 


1298.3 


.8 


7018.7 


1895.0 


.9 


3046.8 


822.6 


.9 


4848.6 


1309.1 


.9 


7067.1 


1908.1 


1.9.0 


3078.7 


831.3 


24.0 


4888.9 


1320.0 


29.0 


7115.7 


1921.3 


.1 


3110.8 


839.9 


.1 


4929.3 


1330.9 


.1 


7164.5 


1934.4 


.2 


3143.1 


848.6 


.2 


4970.0 


1341.9 


.2 


7213.5 


1947.6 


.3 


3175.6 


857.4 


.3 


5010.8 


1352.9 


.3 


7262.6 


1960.9 


.4 


3208.2 


866.2 


.4 


5051.7 


1364.0 


.4 


7311.9 


1974.2 


.5 


3241.0 


875.1 


.5 


5092.8 


1375.1 


.5 


7361.3 


1987.6 


.6 


3273.9 


884.0 


.6 


5134.1 


1386.2 


.6 


7411.0 


2001.0 


.7 


3307.0 


892.9 


.7 


5175.6 


1397.4 


.7 


7460.8 


2014.4 


.8 


3340.3 


901.9 


.8 


5217.2 


1408.6 


.8 


7510.7 


2027.9 


.9 


3373.8 


910.9 


.9 


5259.0 


1419.9 


.9 


7560.8 


2041.4 


20.0 


3407.4 


920.0 


25.0 


5300.9 


1431.3 


30.0 


7611.1 


. 2055.0 



104 



CCBIC CONTEXTS OP LEVEE EMBAXKMEXT8 



TABLE VI 



Side Slopes 1) : 1 and 3 
Crown 2 Feet 



Edcht 
infMt 


OoUe 
YdkPer 

100 iMt 


8q.Ft. 
iaCrofl 
Swtion 


V«tial 
Bflkbl 


Cnbie 
Y<b.IVr 

lOOlMt 


8q.Ft. 
imCnm 


V«tial 
Bflkbt 


CoUe 
T<b.Per 
100 feet 


So. PI 
iaCraM 

• 


0.1 


0.82 


0.223 


5.1 


254.5 


68.7 


10.1 


924.9 


249.7 


.2 


1.81 


0.490 


.2 


263.9 


71.2 


.2 


942.6 


254.5 


.3 


2.97 


0.803 


.3 


273.3 


73.8 


.3 


960.4 


2.59.3 


.4 


4.30 


1.16 


.4 


283.0 


76.4 


.4 


978.4 


264.2 


.5 


5.79 


1.56 


.5 


292.8 


79.1 


.5 


996.5 


269.1 


.6 


7.4 


2.01 


.6 


302.8 


81.8 


.6 


1014.9 


274.0 


.7 


9.3 


.2.50 


.7 


313.0 


84.5 


.7 


1033.3 


279.0 


.8 


11.3 


3.04 


.8 


323.3 


87.3 


.8 


1052.0 


284.0 


.9 


13.4 


3.62 


.9 


333.8 


90.1 


.9 


1070.8 


289.1 


1,0 


15.7 


4.25 


6.0 


344.4 


93.0 


11.0 


1089.8 


294.3 


.1 


18.2 


4.92 


.1 


355.3 


95.9 


.1 


1109.0 


299.4 


.2 


20.9 


5.64 


.2 


366.3 


98.9 


.2 


1128.3 


304.6 


.3 


23.7 


6.4 


.3 


377.4 


101.9 


.3 


1147.8 


. 309 9 


.4 


26.7 


7.2 


.4 


388.7 


105.0 


.4 


1167.4 


315.2 


.5 


29.9 


8.1 


.5 


400.2 


108.1 


.5 


1187.3 


320 6 


.6 


33.2 


9.0 


.6 


411.9 


111.2 


.6 


1207.3 


326.0 


.7 


36.7 


9.9 


.7 


423.7 


114.4 


.7 


1227.4 


331.4 


.8 


40.3 


10.9 


.8 


435:7 


117.6 


.8 


1247.7 


336.9 


.9 


44.2 


11.9 


.9 


447.9 


120.9 


.9 


1268.2 


3^*2.4 


2.0 


48.1 


13.0 


7.0 


460.2 


124.3 


12.0 


1288.9 


348.0 


.1 


52.3 


14.1 


.1 


472.7 


127.6 


.1 


1309.7 


• 

353.6 


.2 


56.6 


15.3 


.2 


485.3 


131.0 


.2 


1330.7 


359.3 


.3 


61.1 


16.5 


.3 


498.2 


134.5 


.3 


1351.9 


365.0 


.4 


65.8 


17.8 


.4 


511.1 


138.0 


.4 


1373.2 


370.8 


.5 


70.6 


19.1 


.5 


524.3 


141.6 


.5 


1394.7 


376.6 


.6 


75.6 

1 


20.4 


.6 


537.6 


145.2 


.6 


1416.3 


382.4 


.7 


80.8 


21.8 


.7 


551.1 


148.8 


.7 


1438.2 


388.3 


.8 


86.1 


23.2 


.8 


564.8 


152.5 


.8 


1460.1 


394.2 


.9 


91.6 


24.7 


.9 


578.6 


156.2 


.9 


1482.3 


400.2 


3.0 


97.2 


26.3 


8.0 


592.6 


160.0 


13.0 


1504.6 


406.3 


.1 


103.0 


27.8 


.1 


606.8 


163.8 


.1 


1527.1 


412.3 


.2 


109.0 


29.4 


.2 


621.1 


167.7 


.2 


1549.8 


418.4 


.3 


115.2 


31.1 


.3 


635.6 


171.6 


.3 


1572.6 


424.6 


.4 


121.5 


32.8 


.4 


650.2 


175.6 


.4 


1595.6 


430.8 


.5 


128.0 


34.6 


• .5 


665.0 


179.6 


.5 


1618.8 


437.1 


.6 


134.7 


36.4 


.6 


680.0 


183.6 


.6 


1642.1 


443.4 


.7 


141.5 


38.2 


.7 


695.2 


187.7 


.7 


1665.6 


449.7 


.8 


148.5 


40.1 


.8 


710.5 


191.8 


.8 


1689.2 


456.1 


.9 


155.6 


42.0 


.9 


726.0 


196.0 


.9 


1713.0 


462.5 


4.0 


163.0 


44.0 


9.0 


741.7 


200.3 


14.0 


1737.0 


469.0 


.1 


170.5 


46.0 


.1 


757.5 


204.5 


.1 


1761.2 


475.5 


.2 


178.1 


48.1 


.2 


773.5 


208.8 


.2 


1785.5 


482.1 


.3 


185.9 


50.2 


.3 


789.6 


213.2 


.3 


1810.0 


488.7 


.4 


193.9 


52.4 


.4 


806.0 


217.6 


.4 


1834.7 


495.4- 


.5 


202.1 


54.6 


.5 


822.5 


222.1 


.5 


1859.5 


502.1 


.6 


210.4 


56.8 


.6 


839.1 


226.6 


.6 


1884.5 


508.8 


.7 


218.9 


59.1 


.7 


855.9 


231.1 


.7 


1909.6 


515.6 


.8 


227.6 


61.4 


.8 


872.9 


235.7 


.8 


1935.0 


522.4 


.9 


236.4 


63.8 


.9 


890.1 


240.3 


.9 


1960.5 


529.3 


5.0 


245.4 


66.3 


10.0 


907.4 


245.0 


15.0 


1986.1 1 

1 


536.3 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



105 



TABLE VI 



Side Slopes 1} : 1 and 3 
Crown 2 Feet 



Vertical 
Height 


Cubio 
Yds. Per 


8a.Pt. 
inCroH 


Vertical 
Height 


Cabie 
YdB.Ptt 


So. Ft 
inCroH 


Vertical 
Hekht 
in feet 


Cubio 
YdB.Ptor 


Bq.Ft 
in CroM 


in feet 


100 feet 

/ 


SeotiOD 


in feet 


100 feet 


Section 


100 feet 


Section 


15.1 


r 

2011.9 


543.2 


20.1 


3515.6 


949.2 


25.1 


5436.0 


1467.7 


.2 


2037.9 


550.2 


.2 


3550.0 


958.5 


.2 


5478.7 


1479.2 


.3 


2064.1 


557.3 


.3 


3584.5 


967.8 


.3 


5521.5 


1490.8 


.4 


2090.4 


564.4 


.4 


3619.1 


977.2 


.4 


5564.5 


1502.4 


.5 


2116.9 


571.6 


.5 


3653.9 


986.6 


.5 


5607.6 


1514.1 


.6 


2143.6 


578.8 


.6 


3688.9 


996.0 


.6 


5651.0 


1525.8 


.7 


2170.4 


586.0 


.7 


3724.1 


1005.5 


.7 


5694.5 


1537.5 


.8 


2197.4 


593.3 


.8 


3759.4 


1015.0 


.8 


5738.1 


1549.3 


.9 


2224.5 


600.6 


.9 


3794.9 


1024.6 


.9 


5781.9 


1561.1 


16.0 


2251.9 


608.0 


21.0 


3830.6 


1034.3 


26.0 


5825.9 


1573.0 


.1 


2279.3 


615.4 


.1 


3866.4 


1043.9 


.1 


5870.1 


1584.9 


.2 


2307.0 


622.9 


.2 


3902.4 


1053.6 


.2 


5914.4 


1596.9 


.3 


2334.8 


630.4 


.3 


3938.5 


1063.4 


.3 


5958.9 


1608.9 


.4 


2362.8 


638.0 


.4 


3974.9 


1073.2 


.4 


6003.6 


1621.0 


.5 


2391.0 


645.6 


.5 


4011.3 


1083.1 


.5 


6048.4 


1633.1 


.6 


2419.3 


653.2 


.6 


4048.0 


1093.0 


.6 


6093.4 


1645.2 


.7 


2447.8 


660.9 


.7 


4084.8 


1102.9 


.7 


6138.5 


1657.4 


.8 


2476.4 


668.6 


.8 


4121.8 


1112.9 


.8 


6183.9 


1669.6 


.9 


2505.3 


676.4 


.9 


4159.0 


1122.9 


.9 


6229.3 


1681.9 


17.0 


2534.3 


684.3 


22.0 


4196.3 


1133.0 


27.0 


6275.0 


1694.3 


.1 


2563.4 


692.1 


.1 


4233.8 


1143.1 


.1 


6320.8 


1706.6 


.2 


2592.7 


700.0 


.2 


4271.4 


1153.3 


.2 


6366.8 


1719.0 


.3 


2622.2 


708.0 


.3 


4309.3 


1163.5 


.3 


6413.0 


1731.5 


.4 


2651.9 


716.0 


.4 


4347.3 


1173.8 


.4 


6459.3 


1744.0 


.5 


2681.7 


724.1 


.5 


4385.4 


1184.1 


.5 


6505.8 


1756.6 


.6 


2711.7 


732.2 


.6 


4423.7 


1194.4 


.6 


6552.4 


1769.2 


.7 


2741.9 


740.3 


.7 


4462.2 


1204.8 


.7 


6599.3 


1781.8 


.8 


2772.2 


748.5 


.8 


4500.9 


1215.2 


.8 


6646.3 


1794.5 


.9 


2802.7 


756.7 


.9 


4539.7 


1225.7 


.9 


6693.4 


1807.2 


18.0 


2833.3 


765.0 


23.0 


4578.7 


1236.3 


28.0 


6740.7 


1820.0 


.1 


2864.2 


773.3 


.1 


4617.9 


1246.8 


.1 


6788.2 


1832.8 


.2 


2895.1 


781.7 


.2 


4657.2 


1257.4 


.2 


6835.9 


1845.7 


.3 


2926.3 


790.1 


.3 


4696.7 


1268.1 


.3 


6883.7 


1858.6 


.4 


2957.6 


798.6 


.4 


4736.3 


1278.8 


.4 


6931.7 


1871.6 


.5 


2989.1 


807.1 


.5 


4776.2 


1289.6 


.5 


6979.9 


1884.6 


.6 


3020.8 


815.6 


.6 


4816.1 


1300.4 


.6 


7028.2 


1897.6 


.7 


3052.6 


824.2 


.7 


4856.3 


1311.2 


.7 


7076.7 


1910.7 


.8 


3084.6 


832.8 


.8 


4896.6 


1322.1 


.8 


7125.3 


1923.8 


.9 


3116.8 


841.5 


.9 


4937.1 


1333.0 


.9 


7174.2 


1937.0 


19.0 


3149.1 


850.3 


24.0 


4977.8 


1344.0 


29.0 


7223.1 


1950.3 


.1 


3181.6 


859.0 


.1 


5018.6 


1355.0 


.1 


7272.3 


1963.5 


.2 


3214.2 


867.8 


.2 


5059.6 


1366.1 


.2 


7321.6 


1976.8 


.3 


3247.0 


876.7 


.3 


5100.8 


1377.2 


.3 


7371.1 


1990.2 


.4 


3280.0 


885.6 


.4 


5142.1 


1388.4 


.4 


7420.8 


2003.6 


.5 


3313.2 


894.6 


.5 


5183.6 


1399.^ 


.5 


7470.6 


2017.1 


.6 


3346.5 


903.6 


.6 


5225.2 


1410.8 


.6 


7520.6 


2030.6 


.7 


3380.0 


912.6 


.7 


5267.0 


1422.1 


.7 


7570.8 


2044.1 


.8 


3413.7 


921.7 


.8 


5309.0 


1433.4 


.8 


7621 . 1 


2057.7 


.9 


3447.5 


930.8 


.9 


5351.2 


1444.8 


.9 


7671.6 


2071.3 


20.0 


3481.5 


940.0 


25.0 


5393.5 


1456.3 


30.0 


7722 2 


2085.0 



106 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE VI 



Side Slopes li 
Crown 3 Feet 



1 and 3 : 1 



Vflrtieal 
Height 


Cabie 
Yds. Per 


8q.Ft. 
inCrOH 


Vartieal 
Height 


Cubie 
Yd8.Ptor 


So. Ft. 
inCraa 


Vartieal 
Heisfat 


CuUe 
Yds. Per 


8q.Ft 
inCRM 


in feet 


100 feet 


SectioQ 


in feet 


100 feet 


Section 


in leet 


100 feet 


Section 


0.1 


1.19 


0.323 


5.1 


273.4 


73.8 


10.1 


962.3 


259.8 


.2 


2.56 


0.690 


.2 


283.1 


76.4 


.2 


980.3 


264.7 


.3 


4.08 


1.10 


.3 


293.0 


79.1 


.3 


998.5 


269.6 


.4 


5.78 


1.56 


.4 


303.0 


81.8 


.4 


1016.9 


274.6 


.5 


7.6 


2.06 


.5 


313.2 


84.6 


.5 


1035.4 


279.6 


:5' 


9.7 


2.61 


.6 


323.6 


87.4 


.6 


1054.1 


284.6 


11.9 


3.20 


.7 


334.1 


90.2 


.7 


1073.0 


289.7 


.8 


14.2 


3.84 


.8 


344.8 


93.1 


.8 


1092.0 


294.8 


.9 


16.8 


4.52 


.9 


355.6 


96.0 


.9 


1111.2 


300.0 


1.0 


19.4 


5.25 


6.0 


366.7 


99.0 


11.0 


1130.6 


305.3 


.1 


22.3 


6.0 


.1 


377.9 


102.0 


.1 


1150.1 


310.5 


.2 


25.3 


6.8 


.2 


389.2 


105.1 


.2 


1169.8 


315.8 


.3 


28.5 


7.7 


.3 


400.8 


108.2 


.3 


1189.6 


321.2 


.4 


31.9 


8.6 


.4 


412.4 


111.4 


.4 


1209.7 


326.6 


.5 


35.4 


9.6 


.5 


424.3 


114.6 


.5 


1229.9 


332.1 


.6 


39.1 


to. 6 


.6 


436.3 


117.8 


.6 


1250.2 


337.6 


.7 


43.0 


11.6 


.7 


448.5 


121.1 


.7 


1270.8 


^ 343.1 


.8 


47.0 


12.7 


.8 


460.9 


124.4 


.8. 


1291.4 


348.7 


.9 


51.2 


13.8 


.9 


473.4 


127.8 


.9 


1312.3 


354.3 


2.0 


55.6 


15.0 


7.0 


486.1 


131.3 


12.0 


1333.3 


360.0 


.1 


60.1 


16.2 


.1 


499.0 


134.7 


.1 


1354.5 


365.7 


.2 


64.8 


17.5 


.2 


512.0 


138.2 


.2 


1375.9 


371.5 


.3 


69.6 


18.8 


.3 


525.2 


141.8 


.3 


1397.4 


377.3 


.4 


74.7 


20.2 


.4 


538.6 


145.4 


.4 


1419.1 


383.2 


.5 


79.9 


21.6 


.5 


552.1 


149.1 


.5 


1441.0 


389.1 


.6 


85.2 


23.0 


.6 


565.8 


152.8 


.6 


1463.0 


395.0 


.7 


90.8 


24.5 


.7 


579.6 


156.5 


.7 


1485.2 


401.0 


.8 


96.4 


26.0 


.8 


593.7 


160.3 


.8 


1507 6 


407.0 


.9 


102.3 


27.6 


.9 


607.9 


164.1 


.9 


1530.1 


413.1 


3.0 


108.3 


29.3 


8.0 


622.2 


168.0 


13.0 


1552.8 


419.3 


.1 


114.5 


30.9 


.1 


636.8 


171.9 


.1 


1575.6 


425.4 


.2 


120.9 


32.6 


.2 


651.4 


175.9 


.2 


1598.7 


431.6 


.3 


127.4 


34.4 


.3 


666.3 


179.9 


.3 


1621.9 


437.9 


.4 


134.1 


36.2 


.4 


681.3 


184.0 


.4 


1645.2 


444.2 


.5 


141.0 


38.1 


.5 


696.5 


188.1 


.5 


1668.8 


450.6 


.6 


148.0 


40.0 


.6 


711.9 


192.2 


.6 


1692.4 


457.0 


.7 


155.2 


41.9 


.7 


727.4 


196.4 


.7 


1716.3 


463.4 


.8 


162.6 


43.9 


.8 


743.1 


200.6 


.8 


1740.3 


469.9 


.9 


170.1 


45.9 


.9 


759.0 


204.9 


.9 


1764.5 


476.4 


4.0 


177.8 


48.0 


9.0 


775.0 


209.3 


14.0 


1788.9 


483.0 


.1 


185.6 


50.1 


.1 


791.2 


213.6 


.1 


1813.4 


489.6 


.2 


193.7 


52.3 


.2 


807.6 


218.0 


.2 


1838.1 


496.3 


.3 


201.9 


54.5 


.3 


824.1 


222.5 


.3 


1863.0 


503.0 


.4 


210 2 


56.8 


.4 


840.8 


227.0 


.4 


1888.0 


509.8 


. .5 


218.8 


59.1 


.5 


857.6 


231.6 


.5 


1913.2 


516.6 


.6 


227.4 


61.4 


.6 


874.7 


236.2 


.6 


1938.6 


523.4 


.7 


236.3 


63.8 


.7 


891.9 


240.8 


.7 


1964.1 


530.3 


.8 


245.3 


66.2 


.8 


909.2 


245.5 


.8* 


1989.8 


537.2 


.9 


254.5 


68.7 


.9 


926.8 


250.2 


.9 


2015.6 


544.2 


5.0 


263.9 


71.3 


10.0 


944.4 


255.0 


15.0 


2041.7 


551.3 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



107 



JV 



TABLE VI Side Slopes li : 1 and 3 : 1 

Crown 3 Feet 



Vertical 
HeiKht 
in feet 


Cubio 
Yd8.Pbr 
100 feet 


Sq.Pt. 

inCroei 

Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
inCroM 
Section 


Vertical 
Height 
iuMet 


Cubic 
Yda.Fto 
100 feet 

• 


.ScKFt. 
inCron 
Section 


15.1 


2067.9 


558.3 


20.1 


3590.1 


969.3 


25.1 


5529.0 


1492.8 


.2 


2094.2 


565.4 


.2 


3624.8 


978.7 


.2 


5572.0 


1504.4 


.3 


2120.8 


572.6 


.3 


3659.6 


988.1 


.3 


5615.2 


1516.1 


.4 


2147.4 


579.8 


.4 


3694.7 


997.6 


.4 


5658.6 


1527.8 


.5 


2174.3 


587.1 


.5 


3729.9 


1007.1 


.5 


5702.1 


1539.6 


.6 


2201.3 


594.4 


.6 


3765.2 


1016.6 


.6 


5745.8 


1551.4 


.7 


2228.5 


601.7 


.7 


3800.8 


1026.2 


.7 


5789.6 


1563.2 


.8 


2255.9 


.609.1 


.8 


3836.4 


1035.8 


.8 


5833.7 


1575.1 


.9 


2283.4 


616.5 


.9 


3872.3 


1045.5 


.9 


5877.9 


1587.0 


16.0 


2311.1 


624.0 


21.0 


3908.3 


1055.3 


26.0 


5922.2 


1599.0 


.1 


2339.0 


631.5 


.1 


3944.5 


1065.0 


.1 


5966.8 


* 1611.0 


.2 


2367.0 


639.1 


.2 


3980.9 


1074.8 


.2 


6011.4 


1623.1 


.3 


2395.2 


646.7 


.3 


4017.4 


1084.7 


.3 


6056.3 


1635.2 


.4 


2423.6 


654.4 


.4 


4054.1 


1094.6 


.4 


6101.3 


1647.4 


.5 


2452.1 


662.1 


.5 


4091 


1104.6 


.5 


6146.5 


1659.6 


.6 


2480.8 


669.8 


.6 


4128.0 


1114.6 


.6 


6191.9 


1671.8 


.7 


2509.6 


677.6 


.7 


4165.2 


1124.6 


.7 


6237.4 


1684.1 


.8 


2538.7 


685.4 


.8 


4202.6 


1134.7 


.8 


6283.1 


1696.4 


.9 


2567.9 


693.3 


.9 


4240.1 


1144.8 


.9 


6329.0 


1708.8 


17.0 


2597.2 


701.3 


22.0 


4277.8 


1155.0 


27.0 


6375.0 


1721.3 


.1 


2626.8 


709.2 


.1 


4315.6 


1165.2 


.1 


6421.2 


1733.7 


.2 


2656.4 


717.2 


.2 


4353.7 


1175.5 


.2 


6467.6 


1746.2 


.3 


2686.3 


725.3 


.3 


4391.9 


1185.8 


.3 


6514.1 


1758.8 


.4 


2716.3 


733.4 


.4 


4430.2 


1196.2 


.4 


6560.8 


1771.4 


.5 


2746.5 


741.6 


.5 


4468.8 


1206.6 


.5 


6607.6 


1784.1 


.6 


2776.9 


749.8 


.6 


4507.4 


1217.0 


.6 


6654.7 


1796.8 


.7 


2807.4 


758.0 


.7 


4546.3 


1227.5 


.7 


6701.9 


1809.5 


.8 


2838.1 


766.3 


.8 


4585.3 


1238.0 . 


.8 


6749.2 


1822.3 


.9 


2869.0 


774.6 


.9 


4624.5 


1248.6 


.9 


6796.8 


1835.1 


18.0 


2900.0 


783.0 


23.0 


4663.9 


1259.3 


28.0 


6844.4 


1848.0 


.1 


2931.2 


791.4 


.1 


4703.4 


1269.9 


.1 


6892.3 


1860.9 


.2 


2962.6 


799.9 


.2 


4743.1 


1280.6 


.2 


6940.3 


1873.9 


.3 


2994.1 


^.4 


.3 


4783.0 


1291.4 


.3 


6988.5 


1886.9 


.4 


3025.8 


817.0 


.4 


4823.0 


1302.2 


.4 


7036.9 


1900.0 


.5 


3057.6 


825.6 


.5 


4863.2 


1313.1 


.5 


7085.4 


1913.1 


.6 


3089.7 


834.2 


.6 


4903.6 


1324.0 


.6 


7134.1 


1926.2 


.7 


3121.9 


842.9 


.7 


4944.1 


1334.9 


.7 


7183.0 


1939.4 


.8 


3154.2 


851.6 


.8 


4984.8 


1345.9 


.8 


7232.0 


1952.6 


.9 


3186.8 


860.4 


.9 


5025.6 


1356.9 


.9 


7281.2 


1965.9 


19.0 


3219.4 


869.3 


24.0 


5066.7 


1.368.0 


29.0 


7330.6 


1979.3 


.1 


3252.3 


878.1 


.1 


5107.9 


1379.1 


.1 


7380.1 


1992.6 


.2 


3285.3 


887.0 


.2 


5149.2 


1390.3 


.2 


7429.8 


2006.0 


.3 


3318.5 


896.0 


.3 


5190.8 


1401.5 


.3 


7479.6 


2019.5 


.4 


3351.9 


905.0 


.4 


5232.4 


1412.8 


.4 


7529.7 


2033.0 


.5 


3385.4 


914.1 


.5 


5274.3 


1424.1 


.5 


7579.9 


2046.6 


.6 


3419.1 


923.2 


.6 


5316.3 


1435.4 


.6 


7630.2 


2060.2 


.7 


3453.0 


932.3 


.7 


5358.5 


1446.8 


.7 


7680.8 


2073.8 


.8 


3487.0 


941.5 


.8 


5400.9 


1458.2 


.8 


7731.4 


2087.5 


.9 


3521.2 


950.7 


.9 


5443.4 


1469.7 


.9 


7782.3 


2101 .2 


20.0 


3555.6 


960.0 


25.0 


5486.1 


1481.3 


30.0 


7833.3 


2115.0 



lOd 



CUBIC CONTENTS OF LEVSE SMBANKKENTS 



TABLE VI 



Side Slopes 1} : 1 and S : 1 
Crown 4 Feet 



Tstiari 
■ fact 


Cobie 

T<b.BBr 

100 CmI 


8q.Ft 
mCnm 
SeetaoB 


Hckirt 
iii&it 


lOOtet 


8q.Ft 
i&Croa 


Vvtaoi 
ImSS 


Cobie 
T<k.nr 
100 CmI 


fia.n 
tnCriHi 
oeeuoB 


0.1 


1.56 


0.423 


5.1 


292.3 


78.9 


10.1 


999.7 


269.9 


.2 


3.30 


0.890 


.2 


302.4 


81.6 


.2 


1018.1 


274.9 


.3 


5.19 


1.40 


.3 


312.6 


84.4 


.3 


1036.7 


279.9 


.4 


7.3 


1.96 


.4 


323.0 


87.2 


.4 


1055.4 


285.0 


.5 


9.5 


2.56 


.5 


333.6 


90.1 


.5 


1074.3 


290.1 


.6 


11.9 


3.21 


.6 


344.3 


93.0 


.6 


1093.4 


295^2 


.7 


14.5 


3.90 


.7 


355.2 


95.9 


.7 


1112.6 


300.4 


.S 


17.2 


4.64 


.8 


366.3 


98.9 


.8 


.1132.0 


305.6 


.9 


20.1 


5.42 


.9 


377.5 


101.9 


.9 


1151.6 


310.9 


1.0 


23.1 


6.3 


6.0 


388.9 


105.0 


11.0 


1171.3 


316.3 


.1 


26.4 


7.1 


.1 


400.5 


106.1 


.1 


1191.2 


321.6 


.2 


29.8 


8.0 


.2 


412.2 


111.3 


.2 


1211.3 


327.0 


.3 


33.3 


9.0 


.3 


424.1 


114.5 


.3 


1231.5 


332.5 


.4 


37.1 


10.0 


.4 


436.1 


117.8 


.4 


1251.9 


338.0 


• .5 


41.0 


11.1 


.5 


448.4 


121.1 


.5 


1272.5 


343.6 


.6 


45.0 


12.2 


.6 


460.8 


124.4 


.6 


1293.2 


349.2 


.7 


49.3 


13.3 


.7 


473.3 


127.8 


.7 


1314.1 


354.8 


.8 


53.7 


14.5 


.8 


486.1 


131.2 


.8 


1335.1 


360.5 


.9 


58.2 


15.7 


.9 


499.0 


134.7 


.9 


1356.4 


366.2 


2.0 


83.0 


17.0 


7.0 


512.0 


138.3 


12.0 


1377.8 


372.0 


.1 


67.9 


18.3 


.1 


525.3 


141.8 


.1 


1399.3 


377.8 


.2 


72.9 


19.7 


.2 


538.7 


145.4 


.2 


1421.1 


383.7 


.3 


78.2 


21.1 


.3 


552.2 


149.1 


.3 


1443.0 


389.6 


.4 


83.6 


22.6 


.4 


566.0 


152.8 


.4 


1465.0 


395.6 


.5 


89. r 


24.1 


.5 


579.9 


156.6 


.5 


1487.3 


401.6 


.6 


94.9 


25.6 


.6 


593.9 


160.4 


.6 


1509.7 


407.6 


.7 


100.8 


27.2 


.7 


608.2 


164.2 


.7 


1532.2 


413.7 


.8 


106.8 


28.8 


.8 


622.6 


168.1 


% .8 


1555.0 


419.8 


.9 


113.0 


30.5 


.9 


637.1 


172.0 


.9 


1577.9 


426.0 


3.0 


119.4 


32.3 


8.0 


651.9 


176.0 


13.0 


1600.9 


432.3 


.1 


126.0 


34.0 


.1 


666.8 


180.0 


.1 


1624.2 


438.5 


.2 


132.7 


35.8 


.2 


681.8 


184.1 


.2 


1647.6 


444.8 


.3 


139.6 


37.7 


.3 


697.0 


188.2 


.3 


1671.1 


451.2 


.4 


146.7 


39.6 


.4 


712.4 


192.4 


.4 


1694.9 


457.6 


.5 


153.9 


41.6 


.5 


728.0 


196.6 


.5 


1718.8 


464.1 


.6 


161.3 


43.6 


.6 


743.7 


200.8 


.6 


1742.8 


470.6 


.7 


168.9 


45.6 


.7 


759.6 


205.1 


.7 


1767.0 


477.1 


.8 


176.6 


47.7 


.8 


775.7 


209.4 


.8 


1791.4 


483.7 


.9 


184.5 


49.8 


.9 


791.9 


213.8 


.9 


1816.0 


490.3 


4.0 


192.6 


52.0. 


9.0 


808.3 


218.3 


14.0 


1840.7 


497.0 


.1 


200.8 


54.2 


.1 


824.9 


222.7 


.1 


1865.6 


503.7 


.2 


209.2 


56.5 


.2 


841.6 


227.2 


.2 


1890.7 


510.5 


.3 


217.8 


58.8 


.3 


858.5 


231.8 


.3 


1915.9 


517.3 


.4 


226.5 


61.2 


.4 


875.6 


236.4 


.4 


1941.3 


524.2 


.5 


235.4 


63.6 


.5 


892.8 


241.1 


.5 


1966.9 


531.1 


.6 


244.5 


66.0 


.6 


910.2 


245.8 


.6 


1992.6 


538.0 


.7 


253.7 


68.5 


.7 


927.8 


250.5 


.7 


2018.5 


545.0 


.8 


263.1 


71.0 


.8 


945.5 


255.3 


.8 


2044.6 


552.0 


.9 


272.7 


73.6 


.9 


963.4 


260.1 


.9 


2070.8 


559.1 


5.0 


282.4 


76.3 

1 


10.0 


981.5 


265.0 


15.0 


2097.2 


566.3 



CUBIC CONTENTS OP LEVEE EMBANKMENTS 



109 



TABLE VI 



Side Slopes li : 1 and 3 : 1 
Crown 4 Feet 



Vertical 
Height 


Cabie 
Yd8.Fter 


So. Ft. 
inCroM 


Verikd 
Hekht 
in feet 


Cubic 
Yd8.Ptor 


Sq.Ft. 
inCroBi 


Vertical 
Height 


Cabie 
YdB.IVr 


8q.Ft. 
inCrcM 


infoet 


100 feet 


Seetkm 


100 feet 


Seetkm 


in feet 


100 feet 


Seetioo 


15.1 


2123.8 


573.4 


20.1 


3664.5 


989.4 


25.1 


5621.9 


1517.9 


.2 


2150.5 


580.6 


.2 


3699.6 


998.9 


.2 


5665.3 


1529.6 


.3 


2177.4 


587.9 


.3 


3734.8 


1008.4 


.3 


5708.9 


1541.4 


.4 


2204.5 


595.2 


.4 


3770.2 


1018.0 


.4 


5752.6 


1553.2 


.5 


2231.7 


602.6 


.5 


3805.8 


1027.6 


.5 


5796.5 


1565.1 


.6 


2259.1 


610.0 


.6 


3841.5 


1037.2 


.6 


5840.6 


1577.0 


.7 


2286.7 


617.4 


.7 


3877.4 


1046.9 


.7 


5884.8 


1588.9 


.8 


2314.4 


624.9 


.8 


3913.5 


1056.6 


.8 


5929.2 


1600.9 


.9 


2342.3 


632.4 


.9 


3949.7 


1066.4 


.9 


5973.8 


1612'. 9 


16.0 


2370.4 


640.0 


21.0 


3986.1 


1076.3 


* 26.0 


6018.5 


1625.0 


.1 


2398.6 


647.6 


.1 


4022.7 


1086.1 


.1 


6063.4 


1637.1 


.2 


2427.0 


655.3 


. .2 


4059.4 


1096.0 


.2 


6108.5 


1649.3 


.3 


2455.6 


663.0 


.3 


4096.3 


1106.0 


.3 


6153.7 


1661.5 


.4 


2484.3 


670.8 


.4 


4133.4 


1116.0 


.4 


6199.1 


1673.8 


.5 


2513.2 


678.6 


.5 


4170.6 


1126.1 


.5 


6244.7 


1686.1 


.6 


2542.3 


686.4 


.6 


4208.0 


1136.2 


.6 


6290.4 


1698.4 


.7 


2571.5 


694.3 


.7 


4245.6 


1146.3 


.7 


6336.3 


1710.8 


.8 


2600.9 


702.2 


.8 


4283.3 


1156.5 


.8 


6382.4 


1723.2 


.9 


2630.5 


710.2 


.9 


4321.2 


1166.7 


.9 


6428.6 


1735.7 


17.0 


2660.2 


718.3 


' 22.0 


4359.3 


1177.0 


27.0 


6475.0 


1748.3 


.1 


2690.1 


726.3 


.1 


4397.5 


1187.3 


.1 


6521.6 


1760.8 


.2 


2720.1 


734.4 


.2 


4435.9 


1197.7 


.2 


6568.3 


1773.4 


.3 


2750.4 


742.6 


.3 


4474.5 


1208.1 


.3 


6615.2 


1786.1 


.4 


2780.8 


750.8 


.4 


4513.2 


1218.6 


.4 


6662.3 


1798.8 


.5 


2811.3 


759.1 


.5 


4552.1 


1229.1 


.5 


6709.5 


1811.6 


.6 


2842.1 


767.4 


.6 


4591.1 


1239.6 


.6 


6756.9 


1824.4 


.7 


2873.0 


775.7 


.7 


4630.4 


1250.2 


.7 


6804.5 


1837.2 


.8 


2904.0 


784.1 


.8 


4669.8 


1260.8 


.8 


6852.2 


1850.1 


.9 


2935.3 


792.5 


.9 


4709.3 


1271.5 


.9 


6900.1 


1863.0. 


18.0 


2966.7 


801.0 


23.0 


4749.1 


1282.3 


28.0 


6948.1 


1876.0 


.1 


2998.2 


809.5 


.1 


4789.0 


1293.0 


.1 


6996.4 


1889.0 


.2 


3030.0 


818.1 


.2 


4829.0 


1303.8 


.2 


7044.8 


1902.1 


.3 


3061.9 


826.7 


.3 


4869.3 


1314.7 


.3 


7093.3 


1915.2 


.4 


3093.9 


835.4 


.4 


4909.7 


1325.6 


.4 


7142.1 


1928.4 


.5 


3f26.2 


844.1 


.5 


4950.2 


1336.6 


.5 


7191.0 


1941.6 


.6 


3158.6 


852.8 


.6 


4991.0 


1347.6 


.6 


7240.0 


1954 8 


.7 


3191.1 


861.6 


.7 


5031.9 


1358.6 


.7 


7289.3 


1968.1 


.8 


3223.9 


870.4 


.8 


5072.9 


1369.7 


.8 


7338.7 


1981.4 


.9 


3256.8 


879.3 


.9 


5114.2 


1380.8 


.9 


7388.2 


1994.8 


19.0 


3289.8 


888.3 


24.0 


5155.6 


1392.0 


29.0 


7438.0 


2008.3 


.1 


3323.0 


897.2 


.1 


5197.1 


1403.2 


.1 


7487.9 


2021.7 


.2 


3356.4 


906.2 


.2 


5238.9 


1414.5 


.2 


7537.9 


2035.2 


.3 


.3390.0 


915.3 


.3 


5280.8 


1425.8 


.3 


7588.2 


2048.8 


.4 


3423.7 


924.4 


.4 


5322.8 


1437.2 


.4 


7638.6 


2062.4 


.5 


3457.6 


933.6 


.5 


5365.0 


1448.6 


.5 


7689.1 


2076.1 


.6 


3491.7 


942.8 


.6 


5407.4 


1460.0 


.6 


7739.9 


2089.8 


.7 


3525.9 


952.0 


.7 


5450.0 


1471.5 


.7 


7790.8 


2103.5 


.8 


3560.3 


961.3 


.8 


5492.7 


1483.0 


.8 


7841.8 


2117.3 


.9 


3594.9 


970.6 


.9 


5535.6 


1494.6 


.9 


7893.0 


2131.1 


20.0 


3629.6 


980.0 


25.0 


5578.7 


1506.3 


30.0 


7944.4 


2145.0 



110 



CUBIC COSTEST8 OF UTEE EMBXSKMESTS 



TABLE VI Side Slopa 1) : 1 and S : 1 

Crown S Peet 



t 


Mfait 

: 


S^ 


H 


• 1 
Cyfaie 

Mfact 1 

» 


1^ 


w 


cyfak 

T<b.Pte 


Sa.Pt. 
mCkom 


1 


1.94 


0.52 


5.1 


311.2 


84.0 


10.1 


1037.1 


280.0 


.2; 


4.04 : 


1.09 


.2 


321.6 ' 


86.8 


.2 


1055.9 


285.1 


.3 


6.31 


1.70 


.3 


332.2 • 


89.7 


.3 


1074.8 


290.2 


-4 


8-7 ( 


2.36 


.4 


343.0 


92.6 


.4 


1093.9 


295.4 


.5 


11.3 


3.06 


.5' 


^ 353.9 


95.6 


.5 


1113.2 


300.6 


.6 


14.1 


3.81 


.6 


365.0 


98.6 


.6 


1132.6 


305.8 


-7 


17.0 


4-60 


.7 


376.3 


101.6 


.7 


1152.2 


311.1 


.8 


20.1 


544 


.8 


387.7 


104.7 


-8 


1172.0 


316.4 


.9 


23.4 


6.3 


-9 1 


399.3 


107.8 


.9 


1191.9 


321.8 


10 


26 9 

1 ^'* 


7.3 


6.0 


411.1 


111.0 


11.0 


1212.0 


327.3 


.1 


30.5 


8.2 


.1 


423.0 


114.2 


.1 


1232.3 


332.7 


.2 


34.2 


9.2 


.2 


435.1 


117-5- 


.2 


1^2.7 


338.2 


.3 


, 38.2 


10.3 


.3 


447.4 


120.8 


.3 


1273.3 


343.8 


,4 


42.3 


11.4 


.4 


450.9 


124.2 


.4 


1294.1 


349.4 


.5 


46.5 


12.6 


.5 


472.5 


127.6 


.5 


1315.0 


355.1 


-• 


51.0 


13.8 


.6 


485.2 


131.0 


.6 


1336.1 


360.8 


.7 


55.6 


15.0 


.7 


498.2 


134.5 


.7 


1357.4 


366.5 


.S 


60.3 


16.3 


.8 


511.3 


138.0 


.8 


1378.9 


372.3 


.9 


65.3 


17.6 


.9 


524.5 


141.6 


.9 


1400.5 


378.1 


2.0 


70.4 


19.0 


7.0 


538.0 


145.3 


12.0 


1422.2 


384.0 


.1 


75-6 


20.4 


.1 


551.6 


148.9 


.1 


1444.2 


389.9 


.2 


81.1 


21.9 


-2 


565.3 


152.6 


.2 


1466.3 


395.9 


.3 


86.7 


23.4 


.3 


579.3 


156.4 


.3 


1488.5 


401.9 


.4 


92.4 


^.0 


.4 


593.4 


160.2 


.4 


1511.0 


408.0 


.5 


98.4 


26.6 


.5 


607.6 


164.1 


.5 


1533.6 


414.1 


.6 


104.5 


28.2 


.6 


622.1 


168.0 


.6 


1556.3 


420.2 


.7 


110.8 


29.9 


.7 


636.7 


171.9 


.7 


1579.3 


426.4 


.S 


117.2 


31.6 


.8 


651.4 


175.9 


.8 


1602.4 


432.6 


.9 


123.8 


33.4 


.9 


666.4 


179.9 


.9 


1625.6 


438.9 


3.0 


130.6 


35.3 


8.0 


681.5 


184.0 


13.0 


1649.1 


445.3 


.1 


137.5 


37.1 


.1 


696.8 


188.1 


.1 


1672.7 


451.6 


.2 


144.6 


39.0 


.2 


712.2 


192.3 


.2 


1696.4 


458.0 


.3 


151.9 


41.0 


.3 


727.8 


196.5 . 


.3 


1720.4 


464.5 


.4 


159.3 


43.0 


.4 


743.6 


200.8 


.4 


1744.5 


471.0 


.5 


166.9 


45.1 


.5 


759.5 


205.1 


.5 


1768.8 


477.6 


.6 


174.7 


47.2 


.6 


775.6 


209.4 


.6 


1793.2 


484.2 


.7 


182.6 


49.3 


.7 


791.9 


213.8 


.7 


1817.8 


490.8 


.8 


190.7 


51.5 


.8 


808.3 


218.2 


.8 


1842.6 


497.5 


.9 


199.0 


53.7 


.9 


824.9 


222.7 


.9 


1867.5 


504.2 


4.0 


207.4 


56.0 


9.0 


841.7 


227.3 


14.0 


1892.6 


511.0 


.1 


216.0 


58.3 


.1 


858.6 


231.8 


.1 


1917.9 


517.8 


.2 


224.8 


60.7 


.2 


875.7 


236.4 


.2 


1943.3 


524.7 


.3 


233.7 


63.1 


.3 


893.0 


241.1 


.3 


1968.9 


531.6 


.4 


242.8 


65.6 


.4 


910.4 


245.8 


.4 


1994.7 


538.6 


.5 


252.1 


68.1 


.5 


928.0 


250.6 


.5 


2020.6 


545.6 


.6 


261.5 


70.6 


.6 


945.8 


255.4 


.6 


2046.7 


552.6 


.7 


271.1 


73.2 


.7 


963.7 


260.2 


.7 


2073.0 


559.7 


.8 


280.9 


75.8 


.8 


981.8 


265.1 


.8 


2099.4 


566.8 


.9 


290.8 


78.5 


.9 


1000.1 


270.0 


.9 


2126.0 


574.0 


5.0 


300.9 


81.3 


10.0 


1018.5 


275.0 


15.0 


2152.8 


581.3 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



111 







TABLE VI Side Slopes 1} : 1 a 


and 3 : 


1 










Crown 5 Feet 








rertiral 


Cabks 


Sq.Ft. 


Vertieel 


Cubic 


8q.Pt. 


Vertical 


Cubic 


So. Ft 
inCroH 


Height 


Yds. Per 


inCroM 


Height 


Yds. Per 


inCroH 


Height 


Yds. Per 


in feet 


100 feet 


Section 


in feet 


100 feet 


Seetkm 

1 


infect 


100 feet 


Section 


15.1 


2179.7 


588.5 


20.1 


3739.0 


1009.5 


25.1 


5714.9 


1543.0 


.2 


2206.8 


595.8 


.2 


3774.4 


1019.1 


.2 


5758.7 


1554.8 


.3 


2234.1 • 


603.2 


.3 


3810.0 


1028.7 


.3 


5802.6 


^566.7 


.4 


2261.5 


610.6 


.4 


3845.8 


1038.4 


.4 


5846.7 


1578.6 


.5 


2289.1 


618.1 


.5 


3881.7 


1048.1 


.5 


5891.0 


1590.6 


.6 


2316.9 


625.6 


.6 


3917.8 


1057.8 


.6 


5935.4 


1602.6 


.7 


2344.8 


633.1 


.7 


3954.1 


1067.6 


.7 


5980.0 


1614.6 


.8 


2372 9 


640.7 


.8 


3990.5 


1077.4 


.8 


6024.8 


1626.7 


.9 


2401.2 


648.3 


.9 


4027.1 


1087.3 


.9 


6069.7 


1638.8 


16.0 


2429.6 


656.0 


21.0 


4063.9 


1097.3 


26.0 


6114.8 


1651.0 


.1 


2458.2 


663.7 


.1 


4100.8 


1107.2 


.1 


6160.1 


1663.2 


.2 


2487.0 


671.5 


.2 


4137.9 


1117.2 


.2 


6205.5 


1675.5 


.3 


2515.9 


679.3 


.3 


4175.2 


1127.3 


.3 


6251.1 


1687.8 


.4 


2545.0 


687.2 


.4 


4212.6 


1137.4 


.4 


6296.9 


1700.2 


.5 


2574.3 


695.1 


.5 


4250.2 


•1147.6 


.5 


6342.8 


1712.6 


.6 


2603.7 


703.0 


.6 


4288.0 


1157.8 


.6 


6388.9 


1725.0 


.7 


2633.3 


711.0 


.7 


4325.9 


1168.0 


.7 


6435.2 


1737.5 


.8 


2663.1 


719.0 


.8 


4364.0 


1178.3 


.8 


6481.6 


1750.0 


.9 


2693.0 


727.1 


.9 


4402.3 


1188.6 


.9 


6528.2 


1762.6 


17.0 


2723.1 


735.3 


22.0 


4440.7 


1199.0 


27.0 


6575.0 


1775.3 


.1 


2753.4 


743.4 


.1 


4479.3 


1209.4 


.1 


6621.9 


1787.9 


.2 


2783.9 


751.6 


.2 


4518.1 


1219.9 


.2 


6669.0 


1800.6 


.3 


2814.5 


759.9 


.3 


4557.0 


1230.4 


.3 


6716.3 


1813.4 


.4 


2845.2 


768.2 


.4 


4596.1 


1241.0 


.4 


6763.7 


1826.2 


.5 


2876.2 


776.6 


.5 


4635.4 


1251.6 


.5 


6811.3 


1839.1 


.6 


2907.3 


785.0 


.6 


4674.9 


1262.2 


.6 


6859.1 


1852.0 


.7 


2938.5 


793.4 


.7 


4714.5 


1272.9 


.7 


6907.0 


1864.9 


.8 


2970.0 


801.9 


.8 


4754.2 


1283.6 


.8 


6955.1 


1877.9 


.9 


3001.6 


810.4 


.9 


4794.2 


1294.4 


.9 


7003.4 


1890.9 


18.0 


3033.3 


819.0 


23.0 


4834.3 


1305.3 


28.0 


7051.9 


1904.0 


.1 


3065.3 


827.6 


.1 


4874.5 


1316.1 


.1 


7100.5* 


1917.1 


.2 


3097.4 


836.3 


.2 


4915.0 


1327.0 


.2 


7149.2 


1930.3 


.3 


3129.6 


845.0 


.3 


4955.6 


1338.0 


.3 


7198.2 


1943.5 


.4 


3162.1 


853.8 


.4 


4996.3 


1349.0 


.4 


7247.3 


1956.8 


.5 


3194.7 


862.6 


.5 


5037.3 


1360.1 


.5 


7296. 5 


1970.1 


.6 


3227.4 


871.4 


.6 


5078.4 


1371.2 


.6 


7346.0 


1983.4 


.7 


3260.4 


880.3 


.7 


5119.6 


1382.3 


.7 


7395.6 


1996.8 


.8 


3293.5 

• 


889.2 


.8 


5161.1 


1393.5 


.8 


7445.3 


2010.2 


.9 


3326.8 


898.2 


.9 


5202.7 


1404.7 


.9 


7495.3 


2023.7 


19.0 


3360.2 


907.3 


24.0 


5244.4 


1416.0 


29.0 


7545.4 


2037.3 


.1 


3393.8 


916.3 


.1 


5286.4 


1427.3 


.1 


7595.6 


2050.^8 


.2 


3427.6 


925.4 


.2 


5328.5 


1438.7 


.2 


7646.1 


2064.4 


.3 


3461.5 


934.6 


.3 


5370.8 


1450.1 


.3 


7696.7 


2078.1 


.4 


3495.6 


943.8 


.4 


5413.2 


1461.6 


.4 


7747.4 


2091.8 


.5 


3529.9 


953.1 


.5 


54,55.8 


1473.1 


.5 


7798.4 


2105:6 


.6 


3564.3 


962.4 


.6 


5498.6 


1484.6 


.6 


7849.5 


2119.4 


.7 


3598.9 . 


971.7 


.7 


5541.5 


1496.2 


.7 


7900.8 


2133.2 


.8 


3633.7 


981.1 


.8 


5584.6 


1507.8 


.8 


7952.2 


2147.1 


.9 


3668.6 


990.5 


.9 


5627.0 






«moa,8 


2161.0 


20.0 


3703.7 


1000.0 


25.0 


5r^ 






«. ' 


S^ *IV\^5i 


, 


- 




• 










- 



112 



CUBIC CONTEXTS OF LEVEE EMBAKEJiENTS 



TABLE VI 



Side Slopes 1} : 1 and 3 
Crown 6 Feet 





Cobie 
Y<k.BBr 


8q.Fl 
hiCnM 


V«tiMl 

SIS 


OniM 
T<b.nr 


8Q.Ft 


V«tiMl 
Hd«ht 


Ciibis 
T<k.nr 


8q.Ft 
inCraM 


100 Im* 


^^^-•^^ 


lOOfael 


SeetaoB 


iafbi* 


100 feet 


8MtWI 


0.1 


2.31 


0.82 


5.1 


330.1 


89.1 


10.1 


1074.5 


290.1 


.2 


4.78 


1.29 


.2 


340.9 


92.0 


.2 


1003.7 


295.3 


.3 


7.42 


2.00 


.3 


351.9 


95.0 


.3 


1113.0 


300.5 


.4 


10.2 


2.7^ 


.4 


363.0 


98.0 


.4 


1132.4 


305.8 


.5 


13.2 


3.56 


.5 


374.3 


101.1 


.5 


1152.1 


311.1 


.6 


18.3 


4.41 


.8 


385.8 


104.2 


.8 


1171.9 


316.4 


.7 


19.8 


5.30 


.7 


397.4 


107.3 


.7 


1191.9 


321.8 


.8 


23.1 


8.2 


.8 


409.2 


110.5 


.8 


1212.0 


327.2 


.9 


26.8 


7.2 


.9 


421.2 


113.7 


.9 


1232.3 


332.7 


1.0 


30.8 


8.3 


8.0 


433.3 


117.0 


11.0 


1252.8 


338.3 


.1 


34.5 


9.3 


.1 


445.8 


120.3 


.1 


1273.4 


343.8 


.2 


38.7 


10.4 


.2 


458.1 


123.7 


.2 


1294.2 . 


349.4 


.3 


43.0 


11.6 


!3 


470.8 


127.1 


.3 


1315.2 


355.1 


.4 


47.4 


12.8 


.4 


483.6 


130.6 


.4 


1336.3 


360.8 


.5 


52.1 


14.1 


.5 


498.5 


134.1 


.5 


1357.6 


366.6 


.6 


58.9 


15.4 


.6 


509.7 


137.6 


.6 


1379.1 


372.4 


.7 


61.9 


16.7 


.7 


523.0 


141.2 


.7 


1400.8 


378.2 


.8 


87.0 


18.1 


.8 


536.4 


144.8 


.8 


1422.6 


384.1 


.9^ 


72.3 


19.5 


.9 


550.1 


148.5 


.9 


1444.5 


390.0 


2.0 


77.8 


21.0 


7.0 


5u3.9 


152.3 

• 


12.0 


1466.7 


396.0 


.1 


83.4 


22.5 


.1 


577.9 


156.0 


.1 


1489.0 


402.0 


.2 


89.2 


24.1 


.2 


592.0 


159.8 


.2 


1511.4 


408.1 


.3 


95.2 


25.7 


.3 


606.3 


163.7 


.3 


1534.1 


414.2 


.4 


101.3 


27.4 


.4 


620.8 


167.6 


.4 


1556.9 


420 4 


.5 


107.8 


29.1 


.5 


635.4 


171 .6 


.5 


1579.9 

t 


426.6 


.8 


114.1 


30.8 


.6 


650.2 


175.6 


.6 


1603.0 


432.8 


v7 


120.8 


32.6 


.7 


665.2 


179.6 


.7 


1626.3 


439.1 


.8 


127.8 


34.4 


.8 


680.3 


183.7 


.8 


1849.8 


445.4 


.9 


134.5 


36.3 


.9 


695.6 


187.8 


.9 


1673.4 


451.8 


3.0 


141.7 


38.3 


8.0 


711.1 


192.0 


13.0 


1697.2 


458.3 


.1 


149.0 


40.2 


.1 


726.8 


196.2 


.1 


1721.2 


464.7 


.2 


158.4 


42.2 


.2 


742.6 


200.5 


.2 


1745.3 


471.2 


.3 


164.1 


44.3 


.3 


758.5 


204.8 


.3 


1769.6 


477.8 


.4 


171.9 


46.4 


.4 


774.7 


209.2 


.4 


1794.1 


484.4 


,5 


179.9 


48.6 


.5 


791.0 


213.6 


.5 


1818.8 


491.1 


.8 


188.0 


50.8 


.6 


807.4 


218.0 


.6 


1843.6 


497.8 


.7 


196.3 


53.0 


.7 


824.1 


222.5 


.7 


1868.5 


504.5 


.8 


204.8 


55.3 


.8 


840.9 


227.0 


.8 


1893.7 


511.3 


.9 


213.4 


57.6 


.9 


857.9 


231.6 


.9 


1919. d 


, 518.1 


4.0 


222.2 


60.0 


9.0 


875.0 


236.3 


14.0 


1944.4 


525.0 


.1 


231.2 


62.4 


.1 


892.3 


240.9 


.1 


1970.1 


531.9 


.2 


240.3 


64.9 


.2 


909.8 


245.6 


.2 


1995.9 


538.9 


.3 


249.6 


67.4 


.3 


927.4 


250.4 


.3 


2021.9 


545. » 


.4 


259.1 


70.0 


.4 


945.2 


255.2 


.4 


2048.0 


553. 


.5 


268.8 


72.6 


.5 


963.2 


260.1 


.5 


2074.3 


560. a 


.6 


278.6 


75.2 


.6 


981.3 


265.0 


.6 


2100.8 


567. :i 


.7 


288.5 


77.9 


.7 


999.6 


269.9 


.7 


2127.4 


574.4 


.8 


298.7 


80.6 


.8 


1018.1 


274.9 


.8 


2154.2 


581.6 


.9 


309.0 


'83.4 


.9 


1036.8 


279.9 


.9 


2181.2 


588.9 


5.0 


319.4 


86.3 


10.0 


1055.6 


285.0 


15.0 


2208.3 


596.3 



CUBIC CONTENTS OP LE\'£E EMBANKMENTS 

TABLE VI Side Slopes 1) : 1 and S : 1 

Crown 6 Feet 



Virtiol 

a' 


CuUg 


sS 


m 


tOOlM 


'Sr 


V«tlMl 


Cnbfai 

as 


IS 


15. 1 

is'o 

n'.o 

3o!o 


2235, e 
2263.1 
2200.8 
2318.6 
2346. S 

■2374.7 
2403.0 

2460.1 
248S,B 

2547.0 

2378.3 
2605.8 
2635.4 

2665.3 
2695,2 
2725.3 

2786,1 

2816.8 

2878.5 
2909.7 
2B41.0 

2972.4 

;«fi5.8 
3067.9 
3100.0 

3132.3 
3164.8 

3230.2 
3263.2 

3296. 3 
3329.6 
3363.1 
3396.8 
3430 6 

3464.5 
3498.7 
3533 

3002.1 

3636.9 

3707.0 
3742.3 
3777.8 


603.6 

626 'o 
633 S 

641.2 
618 /S 

661.2 
672.0 

687.7 
695.6 
703.6 
711.6 

710.6 
727,7 
735.8 

752.3 

760,5 

;os.8 

777,2 
785,6 
794.1 

802-6 
811.1 
819.7 
828.3 
637,0 

845 7 

854.5 
863.3 
872.2 

890.0 
8W.0 
908 
917.1 
926,3 

944.6 
953,9 

972,6 

991,4 
1000 9 

1030,0 


,2 
,3 

^5 
-7 

a 

21,0 

.2 

.3 

-6 

'.a 

-9 
22,0 

^2 

6 

,7 

23^0 

.2 
,3 
.4 
.5 

.7 
.8 

24.0 

.3 
.3 

.6 

.9 
35.0 


3849 !2 
3885.2 

3957! 6 

.3094.1 
4030.8 
4067.6 

4141.7 

4179.0 
4216,4 
4254.1 
4291,0 
4329,9 

4368.0 
4406,3 
4444,8 
4463,4 

4561.2 
4600,3 

4679! 1 

4718.8 

4758,6 
4798.5 
4838.7 
4879.0 
4910.4 

4960.1 
5000.9 
5041,0 
5083,0 
5121.3 

5107,4 
5249.2 

5333,3 

5418,1 
5460.8 
5,»3,6 
5546,5 

5580.7 

.■i«76,4 
5720,1 
5783,9 


1029,6 
1039.3 
1049.0 
1058,8 
1068.6 

1088'3 

1098.2 

1118 3 

11.38.4 
1146 

1158,8 
1169,1 

1179.4 
1189,7 
1200,1 
1210,5 

1221,0 

1231 5 
1242.1 

1252,7 
1263,4 
1274.1 

1284,8 
1295,0 

1317.3 
1328.3 

1339,2 
1350.2 
1361,3 

1372,4 
1383,6 

1394,8 
MOfi.O 
1417.3 
1428,6 
1440,0 

1462,9 
H74.4 

1497.6 

1509,2 

1532!fi 
1544,4 
1558.3 


25,1 
,3 

6 

'.9 
26.0 

,1 
,2 
.3 

,6 

.7 

.9 
27.0 

^2 
3 

,5 

^8 
28 

.3 
.3 

.5 

,6 

,8 

9 

29,0 

,1 

,3 

,B 
.7 

^9 
30.0 


5807,9 

5896,3 
5940.8 

6030.2 
6075,2 

6165 ! 8 
6211-1 

6256,8 
6302.6 

6394-7 
6441-0 

6487,4 
6534,1 

6627,9 
6675.0 

0769 '8 
6817,4 

8913^2 

6901,3 
7009.6 
7058,1 

7165-6 

7204,5 

7303^0 
7352.4 
7402.1 

7451.9 
7501.9 
7552 
7602.3 

7703,4 
7754,2 
7805,2 
7856,3 

7959,1 

8062.6 
8114.5 


1568,1 
1580. 
1592,0 

leieii 

1628,2 
1640.3 
1852,5 

1677.0 

1680.3 
1701,7 
1711.1 

1726-6 

1751.6 
1764,2 
1776,8 
1789 5 

1815.0 
1827 8 

18.13,6 

1879,6 
1892,6 

1918.8 
1932.0 

1938.5 
1971,8 
1985,2 

2025 5 
2039,0 

20B6,3 

2093 !6 
2107,4 

2135.1 

2162 la 
2176.9 
3190,9 



114 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE VI Side Slopes 1} : 1 and 3 : 1 

Crown 7 Feet 



Vertkal 


Cubic 


Sq.Pt 


Vertical 


Cubic 


Sq.Pt 


Vertical 


Cubic 


Sq.Ft 


HeiKht 


Yda.Per 


inCroM 


Height 


Yd8.Pfer 


inCroM 




YdcPtr 


inCroM 


ID feet 


100 feet 


Section 


infect 


100 feet 


Section 


in feet 


100 feet 


Seetioo 


0.1 


2.68 


0.72 


5.1 


349.0 


94.2 


10.1 


1111.9 


300.2 


.2 


5.52 


1.49 


.2 


360.1 


97.2 


.2 


1131.4 


305.5 


.3 


8.5 


2.30 


.3 


371.5 


100.3 


.3 


1151.1 


310.8 


.4 


11.7 


3.16 


.4 


•383.0 


103.4 


.4 


1171.0 


316.2 


.5 


15.0 


4.06 


.5 


394.7 


106.6 


.5 


1191.0 


321.6 


.6 


18.6 


5.01 


.6 


406.5 


109.8 


.6 


1211.1 


327.0 


.7 


22.2 


6.0 


.7 


418.5 


113.0 


.7 


1231.5 


332.5 


.8 


26.1 


7.0 


.8 


430.7 


116.3 


.8 


1252.0 


338.0 


.9 


30.1 


8.1 


.9 


443.0 


119.6 


.9 


1272.7 


343.6 


1.0 


34.3 


9.3 . 


6.0 


455.6 


123.0 


11.0 


1293.5 


349.3 


.1 


38.6 


10.4 


.1 


468.2 


126.4 


.1 


1314.5 


354.9 


.2 


43.1 


11.6 


.2 


481.1 


129.9 


.2 


1335.7 


360.6 


.3 


47.8 


12.9 


.3 


494.1 


133.4 


.3 


1357.0 


366.4 


.4 


52.6 


14.2 


.4 


507.3 


137.0 


.4 


1378.6 


372.2 


.5 


57.6 


15.6 


.5 


520.6 


140.6 


.5 


1400.2 


378.1 


.6 


62.8 


17.0 


.6 


534.1 


144.2 


.6 


1422.1 


384.0 


.7 


68.2 


18.4 


.7 


547.8 


147.9 


.7 


1444.1 


389.9 


.8 


73.7 


19.9 


.8 


561.6 


151.6 


.8 


1466.3 


395.9 


.9 


79.3 


21.4 


.9 


575.6 


155.4 


.9 


1488.6 


401.9 


2.0 


85.2 


23.0 


7.0 


589.8 


159.3 


12.0 


1511.1 


408.0 


.1 


91.2 


24.6 


.1 


.604.2 


163.1 


.1 


1533.8 


414.1 


.2 


97.4 


26.3 


.2 


618.7 


167.0 


.2 


1556.6 


420.3 


.3 


103.7 


28.0 


.3 


633.3 


171.0 


.3 


1579.6 


426.5 


.4 


110.2 


29.8 


.4 


648.2 


175.0 


.4 


1602.8 


432.8 


.5 


116.9 


31.6 


.5 


663.2 


179.1 


.5 


1626.2 


439.1 


.6 


123.7 


33.4 


.6 


678.4 


183.2 


.6 


1649.7 


445.4 


.7 


130.8 


35.3 


.7 


693.7 


187.3 


.7 


1673.3 


451.8 


.8 


137.9 


37.2 


.8 


709.2 


191.5 


.8 


1697.2 


458.2 


.9 


145.3 


39.2 


.9 


724.9 


195.7 


.9 


1721.2 


464.7 


3.0 


152.8 


41.3, 


8.0 


740.7 


200.0 


13.0 


1745.4 


471.3 


.1 


160.5 


43.3 


.1 


756.8 


204.3 


.1 


1769.7 


477.8 


.2 


168.3 


45.4 


.2 


772.9 


208.7 


.2 


1794.2 


484.4 


.3 


176.3 


47.6 


.3 


789.3 


213.1 


.3 


1818.9 


491.1 


.4 


184.5 


49.8 


.4 


805.8 


217.6 


.4 


1843.7 


497.8 


.5 


192.8 


52.1 


.5 


822.5 


222.1 


.5 


1868.8 


504.6 


.6 


201.3 


54.4 


.6 


839.3 


226.6 


.6 


1893.9 


511.4 


.7 


210.0 


56.7 


.7 


856.3 


231.2 


.7 


1919.3 


518.2 


.8 


218.9 


59.1 


.8 


873.5 


235.8 


.8 


1944.8 


525.1 


.9 


227.9 


61.5 


.9 


890.8 


240.5 


.9 


1970.5 


532.0 


4.0 


237.0 


64.0 


9.0 


908.3 


245.3 


14.0 


1996.3 


539.0 


.1 


246.4 


66.5 


.1 


926.0 


250.0 


.1 


2022.3 


546.0 


.2 


255.9 


69.1 


.2 


943.9 


254.8 


.2 


2048.5 


553.1 


.3 


265.6 


71.7 


.3 


961.9 


259.7 


.3 


2074.8 


560.2 


.4 


275.4 


74.4 


.4 


980.0 


264.6 


.4 


2101.3 


567.4 


.5 


285.4 


77.1 


.5 


998.4 


269.6 


.5 


2128.0 


574.6 


.6 


295.6 


79.8 


.6 


1016.9 


274.6 


.6 


2154.9 


581.8 


.7 


305.9 


82.6 


.7 


1035.6 


279.6 


.7 


2181.9 


589.1 


.8 


316.4 


85.4 


.8 


1054.4 


284.7 


.8 


2209.0 


596.4 


.9 


327.1 


88.3 


.9 


1073.4 


289.8 


.9 


2236.4 


603.8 


5.0 


338.0 


91.3 


10.0 


1092.6 


295.0 


15.0 


2263.9 


611.3 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



115 



TABLE VI Side Slopes 1} : 1 and 3 : 1 

Crown 7 Feet 



Vfrtical 
Height 
in feet 


Cubio 

Y<b.Pter 

100 feet 


Sq.Pt. 
inCrooi 
Seetion 


VertioU 
Height 
in feet 


Cubie 
Yd«.Pte 
100 feet 


So. Ft. 
inCroH 
Seetion 


Vertical 
Height 
in feet 


Cubio 
Yd.. Per 
100 feet 


Sq.Pt 
inCraa 
Section 


15.1 


2291.6 


618.7 


20.1 


3887.9 


1049.7 


25.1 


.5900.8 


1593.2 


.2 


2319.4 


626.2 


.2 


3924.0 


1059.5 


.2 


5945.3 


1605.2 


.3 


2347.4 


633.8 


.3 


3960.4 


1069.3 


.3 


5990.0 


1617.3 


.4 


2375.6 


641.4 


.4 


3996.9 


1079.2 


.4 


6034.9 


)629.4 


.5 


2403.9 


649.1 


.5 


4033.6 


1089.1 


.5 


6079.9 


1641.6 


.6 


2432.4 


656.8 


. .6 


4070.4 


1099.0 


.6 


6126.0 


1653.8 


.7 


2461.1 


664.5 


.7 


4107.4 


1109.0 


.7 


6170.4 


1666.0 


.8 


2490.0 


672.3 


.8 


4144.6 


1119.0 


.8 


6215.9 


1678.3 


.9 


2519.0 


680.1 


.9 


4181.9 


1129.1 


.9 


6261.6 


1690.6 


16.0 


2548.1 


688.0 


21.0 


4219.4 


1139.3 


26.0 


6307.4 


1703.0 


.1 


2577.5 


695.9 


.1 


4257.1 


1149.4 


.1 


6353.4 


1715.4 


.2 


2607.0 


703.9 


.2 


4295.0 


1159.6 


.2 


6399.6 


1727.9 


.3 


2636.7 


711.9 


.3 


4333.0 


1169.9 


.3 


6445.9 


1740.4 


.4 


2666.5 


720.0 


.4 


4371.1 


1180.2 


.4 


6492.4 


1753.0 


.5 


2696.5 


728.1 


.5 


4409.5 


1190.6 


.5 


6539.1 


1765.6 


.6 


2726.7 


736.2 


.6 


4448.0 


1201.0 


.6 


6586.0 


1778.2 


.7 


2757.0 


744.4 


.7 


4486.7 


1211.4 


.7 


6633.0 


1790.9 


.8 


2787.6 


752.6 


.8 


4525.5 


1221.9 


.8 


6680^1 


1803.6 


.9 


2818.2 


760.9 


.9 


4564.5 


1232.4 


.9 


6727.5 


1816.4 


17.0 


2849.1 


769.3 


22.0' 


4603.7 


1243.0 


27.0 


6775.0 


1829.3 


.1 


2880.1 


777.6 


.1 


4643.0 


1253.6 


.1 


6822.7 


1842.1 


.2 


2911.3 


786.0 


.2 


4682.6 


1264.3 


.2 


6870.5 


1855.0 


.3 


2942.6 


794.5 


.3 


4722.2 


1275.0 


.3 


6918.5 


1868.0 


.4 


2974.1 


803.0 


.4 


4762.1 


1285.8 


.4 


6966.7 


1881.0 


.5 


3005.8 


811.6 


.5 


4802.1 


1296.6 


.5 


7015.0 


1894.1 


.6 


3037.6 


820.2 


.6 


4842.3 


1307.4 


" .6 


7063.6 


1907.2 


.7 


3069.6 


828.8 


.7 


4882.6 


1318.3 


.7 


7112.2 


1920.3 


.8 


3101.8 


837.5 


.8 


4923.1 


1329.2 


.8 


7161.1 


1933.5 


.9 


3134.2 


846.2 


.9 


4963.8 


1340.2 


.9 


7210.1 


1946.7 


18.0 


3166.7 


855.0 


23.0 


5004.6 


1351.3 


28.0 


7259.3 


1960.0 


.1 


3199.3 


863.8 


.1 


5045.6 


1362.3 


.1 


7308.6 


1973.3 


.2 


3232.2 


872.7 


.2 


5086.8 


1373.4 


.2 


7358.1 


1986.7 


.3 


3265.2 


881.6 


.3 


5128.2 


1384.6 


.3 


7407.8 


2000.1 


.4 


3298.4 


890.6 


.4 


5169.7 


1395.8 


.4 


7457.6 


2013.6 


.5 


3331.7 


899.6 


.5 


5211.3 


1407.1 


.5 


7507.6 


2027.1 


.6 


3365.2 


908.6 


.6 


5253.2 


1418.4 


.6 


7557.8 


2040.6 


.7 


3398.9 


917.7 


.7 


5295.2 


1429.7 


.7 


7608.2 


2054.2 


.8 


3432.7 


926.8 


.8 


5337.4 


1441 . 1 


.8 


7658.7 


2067.8 


.9 


3466.8 


936.0 


.9 


5379.7 


1452.5 


.9 


7709.3 


2081.5 


19.0 


3500.9 


945.3 


24.0 


5422.2 


1464.0 


29.0 


7760.2 


2095.3 


.1 


3535.3 


954.5 


.1 


5464.9 


1475.5 


.1 


7811.2 


2109.0 


.2 


3569.8 


963.8 


.2 


5507.7 


1487.1 


.2 


7862.4 


2122.8 


.3 


3604.5 


973.2 


.3 


5550.8 


1498.7 


.3 


7913.7 


2136.7 


.4 


3639.3 


982.6 


.4 


5593.9 


1510.4 


.4 


7965.2 


2150.6 


.5 


3674.3 


992.1 


.5 


5637.3 


1522.1 


.5 


8016.9 


2164.6 


.6 


3709.5 


1001.6 


.6 


5680.8 


1533.8 


.6 


8068.7 


2178.6 


.7 


3744.8 


1011.1 


.7 


5724.5 


1545.6 


.7 


8120.8 


2192.6 


.8 


3780.3 


1020.7 


.8 


5768.3 


1557.4 


.8 


8172.9 


2206.7 


.9 


3816.0 


1030.3 


.9 


5812.3 


1569.3 


.9 


8225.3 


2220.8 


20.0 


3851.9 


1040.0 


25.0 


5856.5 


1581.3 


30.0 


8277.8 


2235.0 



116 



CCBIC CONTEXTS OF LEVEE EMBAXILICEKTS 



TABLE VI 



Sidt Slopes 1} : 1 
Crown 8 Feet 



and S 



Tvtaoi 


GiAit 

WfMt 




2tt 


cyue 


^ 


Vvtaoi 


cyue 

UOfMt 


8q.Ft 
mCna 

8«tkB 


0.1 


3.0S 


0.82 


5.1 


367.9 


99.3 


10. 1 


1149.3 


310 3 


.2 


6.26 


1.69 


.2 


379.4 


102.4 


.2 


1160.2 


315.7 


.3 


9.6 


2.60 


.3 


391.1 


105.6 


.3 


1189.3 


321.1 


.4 


13.2 


3.56 


.4 


403.0 


106.8 


.4 


1209.5 


326 6 


.5 


16.9 


4.56 


.5 


415.0 


112.1 


.5 


1229.9 


332.1 


,6 


20.8 


5.61 


.6 


427.3 


115.4 


.6 


1250.4 


337.6 


.7 


24.8 


6.7 


.7 


439.6 


118.7 


.7 


1271.1 


343.2 


,S 


29.0 


7.8 


.8 


452.2 


122.1 


.8 


1292.0 


348.8 


.9 


33.4 


9.0 


.9 


464.9 


125.5 


.9 


1313.0 


354.5 


1.0 


38.0 


10.3 


6.0 


477.8 


129.0 


11.0 


1334.3 


360.3 


.1 


42.7 


11.5 


.1 


490.8 


132.5 


.1 


1355.6 


366.0 


.2 


47.6 


12.8 


.2 


504.0 


136.1 


.2 


1377.2 


371.8 


.3 


52.6 


14.2 


.3 


517.4 


139.7 


.3 


1398.9 


377.7 


.4 


57.8 


15.6 


.4 


531.0 


143.4 


.4 


1420.8 


383.6 


.5 


63.2 


17.1 


.5 


544.7 


147.1 


.5 


1442.8 


389.6 


.6 


68.7 


18.6 


.6 


558.6 


150.8 


.6 


1465.0 


395.6 


.7 


74.5 


20.1 


.7 


572.6 


154.6 


.7 


1487.4 


401.6 


.8 


80.3 


21.7 


.8 


586.8 


158.4 


.8 


1510.0 


407.7 


.9 


86.4- 


23.3 


.9 


601.2 


162.3 


.9 


1532.7 


413.8 


2.0 


92.6 


25.0 


7.0 


615.7 


166.3 


12.0 


1555.6 


420.0 


.1 


99.0 


26.7 


.1 


630.5 


170.2 


.1 


1578.6 


426.2 


.2 


105.5 


28.5 


.2 


645.3 


174.2 


.2 


1601.8 


432.5 


.3 


112.2 


30.3 


.3 


660.4 


178.3 


.3 


1625.2 


438.8 


.4 


119.1 


32.2 


.4 


675.6 


182.4 


.4 


1648.7 


445.2 


.5 


126.2 


34.1 


.5 


691.0 


186.6 


.5 


1672.5 


451.6 


.6 


133.4 


36.0 


.6 


706.5 


. 190.8 


.6 


1696.3 


458.0 


.7 


140.8 


38.0 


.7 


722.2 


195.0 


.7 


1720.4 


464.5 


.8 


148.3 


40.0 


.8 


738.1 


199.3 


.8 


1744.6 


471.0 


.9 


156.0 


42.1 


.9 


754.2 


203.6 


.9 


1769.0 


477.6 


3.0 


163.9 


44.3 


8.0 


770.4 


208.0 


13.0 


1793.5 


484.3 


.1 


171.9 


46.4 


.1 


786.8 


212.4 


.1 


1818.2 


490.9 


.2 


180.1 


48.6 


.2 


803.3 


216.9 


.2 


1843.1 


497.6 


.3 


188.5 


50.9 


.3 


820.0 


221.4 


.3 


1868.2 


504.4 


.4 


197.1 


53.2 


.4 


836.9 


226.0 


.4 


1893.4 


511.2 


.5 


205.8 


55.6 . 


.5 


853.9 


230.6 


.5 


1918.8 


518.1 


.6 


214.7 


58.0 


.6 


871.1 


235.2 


.6 


1944.3 


525.0 


.7 


223.7 


60.4 


.7 


888.5 


239.9 


• .7 


1970.0 


531.9 


.8 


232.9 


62.9 


.8 


906.1 


244.6 


.8 


1995.9 


538.9 


.9 


242.3 


65.4 


.9 


923.8 


249.4 


.9 


2021.9 


545.9 


4.0 


251.9 


68.0 


9.0 


941.7 


254.3 


14.0 


2048.1 


553.0 


.1 


261.6 


70.6 


.1 


959.7 


259.1 


.1 


2074.5 


560.1 


.2 


271.4 


73.3 


.2 


977.9 


264.0 


.2 


2101.1 


567.3 


.3 


281.5 


76.0 


.3 


996.3 


269.0 


.3 


2127.8 


574.5 


.4 


291.7 


78.8 


.4 


1014.9 


274.0 


.4 


2154.7 


581.8 


.5 


302.1 


81.6 


.5 


1033.6 


279.1 


.5 


2181.7 


589.1 


.6 


312.6 


84.4 


.6 


1052.4 


284.2 


.6 


2208.9 


« 
596.4 


.7 


323.3 


87.3 


.7 


1071.5 


289.3 


.7 


2236.3 


603.8 


.8 


334.2 


90.2 


.8 


1090.7 


294.5 


.8 


2263.9 


611.2 


.9 


345.3 


93.2 


.9 


1110.1 


299.7 


.9 


2291.6 


618.7 


5.0 


356.5 


96.3 


10.0 


1129.6 


305.0 


15.0 


2319.4 


626.3 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



117 



TABLE VI Side Slopes 1} : 1 and 3 : 1 

Crown 8 Feet 



Vertical 
HeiRht 
in feet 


Cubw 
Ydi.I¥r 
100 feet 


8q.Pt. 
tnCrOH 
Section 


Vertical 
Height 
in feet 


Cubic 
Yd8.Pfer 
100 feet 


inCroH 
Section 


Veitieel 
Height 
infect 


Cubic 
Yd8.Pbr 
100 feet 


8q.Ft. 
inCraoB 
Seetion 


15.1 


2347.5 


633.8 


20.1 


3962.3 


1069.8 


25.1 


5993.8 


1618.3 


.2 


2375.7 


641.4 


.2 


3998.9 


1079.7 


.2 


6038.7 


1630.4 


.3 


2404.1 


649.1 


.3 


4035.6 


1089.6 


.3 


6083.7 


1642.6 


.4 


2432.6 


656.8 


.4 


4072.4 


1099.6 


.4 


6128.9 


1654.8 


.5 


2461.3 


664.6 


.5 


4109.5 


1109.6 


.5 


6174.3 


1667.1 


.6 


2490.2 


672.4 


.6 


4146.7 


1119.6 


.6 


6219.9 


1679.4 


.7 


2519.3 


680.2 


.7 


4184.1 


1129.7 


.7 


6265.6 


1691.7 


.8 


2548.5 


688.1 


.8 


4221.6 


1139.8 


.8 


6311.4 


1704.1 


.9 


2577.9 


696.0 


.9 


4259.3 


1150.0 


.9 


6357.5 


1716.5 


16.0 


2607.4 


704.0 


21.0 


4297.2 


1160.3 


26.0 


6403.7 


1729.0 


.1 


2637.1 


712.0 


.1 


4335.3 


1170.5 


.1 


6450.1 


1741.5 


.2 


2667.0 


720.1 


.2 


4373.5 


1180.8 


.2 


6496.6 


1754.1 


.3 


2697.0 


728.2 


.3 


4411.9 


1191.2 


.3 


6543.3 


1766.7 


.4 


2727.3 


736.4 


.4 


4450.4 


1201.6 


.4 


6590.2 


1779.4 


.5 


2757.6 


744.6 


.5 


4489.1 


1212.1 


.5 


6637.3 


1792.1 


.6 


2788.2 


752.8 


.6 


4528.0 


1222.6 


.6 


6684.5 


1804.8 


.7 


2818.9 


761.1 


.7 


4567.0 


1233.1 


.7 


6731.9 


1817.6 


.8 


2849.8 


769.4 


.8 


4606.3 


1243.7 


.8 


6779.4 


1830.4 


.9 


2880.8 


777.8 


.9 


4645.6 


1254.3 


.9 


6827.1 


1843.3 


17.0 


2912.0 


786.3 


22.0 


4685.2 


1265.0 


27.0 


6875.0 


1856.3 


.1 


2943.4 


794.7 


.1 


4724.9 


1275.7 


.1 


6923.0 


1869.2 


.2 


2975.0 


803.2 


.2 


4764.8 


1286.5 


.2 


6971.3 


1882.2 


.3 


3006.7 


811.8 


.3 


4804.8 


1297.3 


.3 


7019.6 


1895.3 


.4 


3038.6 


820.4 


.4 


4845.0 


1308.2 


.4 


7068.2 


1908.4 


.5 


3070.6 


829.1 


.5 


4885.4 


1319.1 


.5 


7116.9 


1921.6 


.6 


3102.8 


837.8 


.6 


4926.0 


1330.0 


.6 


7165.8 


1934.8 


.7 


3135.2 


846.5 


.7 


4966.7 


1341.0 


.7 


7214.8 


1948.0 


.8 


3167.7 


855.3 


.8 


5007.6 


1352.0 


.8 


7264.0 


1961.3 


.9 


3200.5 


864.1 


« 

.9 


5048.6 


1363.1 


.9 


7313.4 


1974.6 


18.0 


3233.3 


873.0 


23.0 


5089.8 


1374.3 


28.0 


7363.0 


1988.0 


.1 


3266.4 


881.9 


.1 


5131.2 


1385.4 


.1 


7412.7 


2001.4 


.2 


3299.6 


890.9 


.2 


5172.7 


1396.6 


.2 


7462.6 


2014.9 


.3 


3333.0 


899.9 


.3 


5214.5 


1407.9 


.3 


7512.6 


2028.4 


.4 


3366.5 


909.0 


.4 


5256.3 


1419.2 


.4 


7562.8 


2042.0 


.5 


3400.2 


918.1 


.5 


5298.4 


1430.6 


.5 


7613.2 


2055.6 


.6 


3434.1 


927.2 


.6 


5340.6 


1442.0 


..6 


7663.7 


2069.2 


.7 


3468.2 


936.4 


.7 


5383.0 


1453.4 


.7 


7714.5 


2082.9 


.8 


3502.4 


945.6 


.8 


5425.5 


1464.9 


.8 


7765.3 


2096.6 


.9 


3536.8 


954.9 


.9 


5468.2 


1476.4 


.9 


7816.4 


2110.4 


19.0 


3571.3 


964.3 


24.0 


5511.1 


1488.0 


29.0 


7867.6 


2124.3 


.1 


3606.0 


973.6 


.1 


5554.2 


1499.6 


.1 


7919.0 


2138.1 


.2 


3640.9 


983.0 


.2 


5597.4 


1511.3 


.2 


7970.5 


2152.0 


.3 


3675.9 


992.5 


.3 


5640.8 


1523.0 


.3 


8022 ..2 


2166.0 


.4 


3711.1 


1002.0 


.4 


5684.3 


1534.8 


.4 


. 8074.1 


2180.0 


.5 


3746.5 


1011.6 


.5 


5728.0 


1546.6 


.5 


8126.2 


2194.1 


.6 


3782.1 


1021.2 


.6 


5771.9 


1558.4 


9 

.6 


8178.4 


2208.2 


.7 


3817.8 


1030.8 


.7 


5815.9 


1570.3 


.7 


8230.8 


2222.3 


.8 


3853.7 


1040.5 


.8 


5860.1 


1582.2 


.8 


8283.3 


2236.5 


.9 


3889.7, 


1050.2 


,9 


5904.5 


1594.2 


.9 


8336.0 


2250.7 


20.0 


3925.9 


1060.0 


25.0 


5949.1 


1606.3 


30.0 


8388.9 


2265.0 



118 



CUBIC CONTEXTS OF LEVEE EMBAXKMENTS 



TABLE VI 



Side Slopes 1} : 1 and 3 : 1 
Crown 9 Feet 



'^ 


Calw 

100 fMt 


iaCral 
Scetaoo 


VcrtiBd 
Hekht 


Cafaie 
THb.IVr 
100 feel 


8a.Ft 
8eetioB 


VvtiBd 


100 tet 


8q.Pt 


0.1 


3.42 


0.92 


5.1 


386.8 


104.4 


10.1 


1186.8 


320.4 


.2 


7.00 


1.89 


.2 


398.7 


107.6 


.2 


1207.0 


325.9 


.3 


10.8 


2.90 


.3 


410.8 


110.9 


.3 


1227.4 


331.4 


.4 


14.7 


3.96 


.4 


423.0 


114.2 


.4 


1248.0 


337.0 


.5 


18.8 


5.06 


.5 


435.4 


117.6 


.5 


1268.8 


342.6 


.6 


23.0 


6.2 


.6 


448^0 


121.0 


.6 


1289.7 


3482 


.7. 


27.4 


7.4 


.7 


460.8 


124.4 


.7 


1310.8 


353.9 


.8 


32.0 


8.6 


.8 


473.7 


127.9 


.8 


1332.0 


359.6 


.9 


36.8 


9.9 


.9 


486.8 


131.4 


.9 


1353.4 


365.4 


1.0 


41.7 


11.3 


6.0 


500.0 


135.0 


11.0 


1375.0 


371.3 


.1 


46.8 


12.6 


.1 


513.4 


138.6 


.1 


1396.8 


377.1 


.2 


52.0 


14.0 


.2 


527.0 


142.3 


.2 


1418.7 


383.0 


.3 


57.4 


15.5 


.3 


540.8 


146.0 


.3 


1440.8 


389.0 


.4 


63.0 


17.0 


.4 


554.7 


149.8 


.4 


1463.0 


395.0 


.5 


68.8 


18.6 


.5 


568.8 


153.6 


.5 


1485.4 


401.1 


.6 


74.7 


20.2 


.6 


583.0 


157.4 


.6 


1508.0 


407.2 


.7 


80.8 


21.8 


.7 


597.4 


161.3 


.7 


1530.8 


413.3 


.8 


87.0 


23.5 


.8 


612.0 


165.2 


.8 


' 1553.7 


419.5 


.9 


93.4 


25.2 


.9 


626.8 


169.2 


.9 


1576.8 


425.7 


2.0 


100.0 


27.0 


7.0 


641.7 


173.3 


12.0 


1600.0 


432.0 


.1 


106.8 


28.8 


.1 


656.8 


177.3 


.1 


1623.4 


438.3 


.2 


113.7 


30.7 


.2 


672.0 


181.4 


.2 


1647.0 


444.7 


.3 


120.8 


32.6 


.3 


687.4 


185.6 


.3 


1670.8 


451.1 


.4 


128.0 


34.6 


.4 


703.0 . 


189.8 


.4 


1694.7 


457.6 


.5 


135.4 


36.6 


.5 


718.8 


194.1 


.5 


1718.8 


464.1 


.6 


143.0 


38.6 


.6 


734.7 


198.4 


.6 


1743.0 


470.6 


.7 


150.8 


40.7 


.7 


750.8 


202.7 


.7 


1767.4 


477.2 


.8 


158.7 


42.8 


.8 


767.0 


207.1 


.8 


1792.0 


483.8 


.9 


166.8 


45.0 


.9 


783.4 


211.5 


.» 


1816.8 


490.5 


3.0 


175.0 


47.3 


8.0 


800.0 


216.0 


13.0 


1841.7 


497.3 


.1 


183.4 


49.5 


.1 


816.8 


220.5 


.1 


1866.8 


504.0 


.2 


192.0 


51.8 


.2 


833.7 


225.1 


.2 


1892.0 


510.8 


.3 


200.8 


54.2 


.3 


850.8 


229.7 


.3 


1917.4 


517.7 


.4 


209.7 


56.6 


.4 


868.0 


234.4 


.4 


1943.0 


524.6 


.5 


218.8 


59.1 


.5 


885.4 


239.1 


.5 


1968.8 


531.6 


.6 


228.0 


61.6 


.6 


903.0 


243.8 


.6 


1994.7 


538.6 


.7 


237.4 


64.1' 


.7 


920.8 


248.6 


.7 


2020.8 


545.6 


.8 


247.0 


66.7 


.8 


938.7 


253.4 


.8 


2047.0 


552.7 


.9 


256.8 


69.3 


.9 


956.8 


258.3 


.9 


2073.4 


559.8 


4.0 


266.7 


72.0 


9.0 


975.0 


263.3 


14.0 


2100.0 


567.0 


.1 


276.8 


74.7 


.1 


993.4 


268.2 


.1 


2126.8 


574.2 


.2 


287.0 


77.5 


.2 


1012.0 


273.2 


.2 


2153.7 


581.5 


.3 


297.4 


80.3 


.3 


1030.8 


278.3 


.3 


2180.8 


588.8 


.4 


308.0 


83.2 


.4 


1049.7 


283.4 


.4 


2208.0 


596.2 


.5 


318.8 

• 


'86.1 


.5 


1068.8 


288.6 


.5 


2235.4 


603.6 


.6 


329.7 


89.0 


.6 


1088.0 


293.8 


.6 


2263.0 


611.0 


.7 


340.8 


92.0 


.7 


1107.4 


299.0 


.7 


2290.8 


618.5 


.8 


352.0 


95.0 


.8 


1127.0 


304.3 


.8 


2318.7 


626.0 


.9 


363.4 


98.1 


.9 


1146.8 


309.6 


.9 


2346.8 


633.6 


5.0 


375.0 


101.3 


10,0 


1166.7 


315.0 


15.0 


2375.0 


641.3 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



119 



TABLE VI 



Side Slopes 1} : 1 and 3 : 1 
Crown 9 Feet 



rcrtieal 
Height 

in feel 

1 


Cubic 
Yds. Per 
100 feet 


8q. Ft. 
inCroBB 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
in Cross 
Section 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
inCroM 
Section 


15.1 


2403.4 


648.9 


20.1 


4036.8 


1089.9 


25.1 


6086.8 


1643.4 


.2 


2432.0 


656.6 


.2 


4073.7 


1099.9 


.2 


6132.0 


1655.6 


.3 


2460.8 


664.4 


.3 


4110.8 


1109.9 


.3 


6177.4 


1667.9 


.4 


2489.7 


672.2 


.4 


4148.0 


1120.0 


.4 


6223.0 


1680.2 


.5 


2518.8 


680.1 


.5 


4185.4 


1130.1 


.5 


6268.8 


1692.6 


.6 


2548.0 


688.0 


.6 


4223.0 


1140.2 


.6 


6314.7 


1705.0 


.7 


2577.4 


695.9 


.7 


4260.8 


1150.4 


.7 


6360.8 


17J7.4 


.8 


2607.0 


703.9 


.8 


4298.7 


1160.6 


.8 


6407.0 


1729.9 


.9 


2636.8 


711.9 


.9 


4336.8 


1170.9 


.9 


6453.4 


1742.4 


16.0 


2666.7 


720.0 


21.0 


4375.0 


1181.3 


26.0 


6500.0 


1755.0 


.1 


2696.8 


728.1 


.1 


4413.4 


1191.6 


.1 


6546.8 


1767.6 


.2 


2727.0 


736.3 


.2 


4452.0 


1202.0 


.2 


6593.7 


1780.3 


.3 


2757.4 


744.5 


.3 


4490.8 


1212.5 


.3 


6640.8 


1793.0 


.4 


2788.0 


752.8 


.4 


4529.7 


1223.0 


.4 


6688.0 


1805.8 


.5 


2818.8 


761.1 


.5 


4568.8 


1233.6 


.5 


6735.4 


1818.6 


.6 


2849.7 


769.4 


.6 


4608.0 


1244.2 


.6 


6783.0 


1831.4 


.7 


2880.8 


777.8 


.7 


4647.4 


1254.8 


.7 


6830.8 


1844.3 


.8 


2912.0 


786.2 


.8 


4687.0 


1265.5 


.8 


6878.7 


1857.2 


.9 


2943.4 


794.7 


.9 


4726.8 


1276.2 


.9 


6926.8 


1870.2 


17.0 


2975.0 


803.3 


22.0 


4766.7 


1287.0 


27.0 


6975.0 


1883.3 


.1 


3006.8 


811.8 


.1 


4806.8 


1297.8 


.1 


7023.4 


1896.3 


.2 


3038.7 


820.4 


.2 


4847.0 


1308.7 


.2 


7072.0 


1909.4 


.3 


3070.8 


829.1 


.3 


4887.4 


1319.6 


.3 


7120.8 


1922.6 


.4 


3103.0 


837.8 


.4 


4928.0 


1330.6 


.4 


7169.7 


1935.8 


.5 


3135.4 


846.6 


.5 


4968.8 


1341.6 


.5 


7218.8 


1949.1 


.6 


3168.0 


855.4 


.6 


5009.7 


1352.6 


.6 


7268.0 


1962.4 


.7 


3200.8 


864.2 


.7 


5050.8 


1363.7 


.7 


7317.4 


1975.7 


.8 


3233.7 


873.1 


.8 


5092.0 


1374.8 


.8 


7367.0 


1J989.1 


.9 


3266.8 


882.0 


.9 


5133.4 


1386.0 


.9 


7416.8 


2002.5 


18.0 


3300.0 


891.0 


23.0 


5175.0 


1397.3 


28.0 


7466.7 


2016.0 


.1 


3333.4 


900.0 


.1 


5216.8 


1408.5 


.1 


7516.8 • 


2029.5 


.2 


3367.0 


909.1 


.2 


5258.7 


1419.8 


.2 


7567.0 


2043.1 


.3 


3400.8 


918.2 


.3 


5300.8 


1431.2 


.3 


7617.4 


2056.7 


.4 


3434.7 


927.4 


.4 


5343.0 


1442.6 


.4 


7668.0 


2070.4 


.5 


3468.8 


936.6 


.5 


5385.4 


1454.1 


.5 


7718.8 


2084.1 


.6 


3503.0 


945.8 


.6 


5428.0 


1465.6 


.6 


7769.7 


2097.8 


.7 


3537.4 


955.1 


.7 


5470.8 


1477.1 


.7 


7820.8 


2111.6 


.8 


3572.0 


964.4 


.8 


5513.7 


1488.7 


.8 


7872.0 


2125.4 


.9 


3606.8 


973.8 


.9 


5556.8 


1500.3 


.9 


7923.4 


2139.3 


19.0 


3641.7 


983.3 


24.0 


5600.0 


1512.0 


29.0 


7975.0 


2153.3 


.1 


3676.8 


992.7 


.1 


5643.4 


1523.7 


.1 


8026.8 


2167.2 


.2 


. 3712.0 


1002.2 


.2 


5687.0 


1535.5 


.2 


8078.7 


2181.2 


.3 


3747.4 


1011.8 


.3 


5730.8 


1547.3 


.3 


8130.8 


2195.3 


.4 


3783.0 


1021.4 


.4 


5774.7 


1559.2 


.4 


8183.0 


2209.4 


.5 


3818.8 


1031.1 


.5 


5818.8 


1571.1 


.5 


8235.4 


2223 .« 


.6 


3854.7 


1040.8 


.6 


5863.0 


1583.0 


.6 


8288.0 


2237.8 


.7 


3890.8 


1050.5 


.7 


5907.4 


1595.0 


.7 


8340.8 


2252.0 


.8 


3927.0 


1060.3 


.8 


5952.0 


1607.0 


.8 


8393.7 


2266.3 


.9 


3963.4 


1070.1 


.9 


5996.8 


1619.1 


.9 


8446.8 


2280.6 


20.0 


4000.0 


1080.0 


25.0 


6041.7 


1631.3 


30.0 


8500.0 


2295.0 



120 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE VI 



Side Slopes 1} : 1 and 3 : 1 
Crown 10 Feet 



y«rtied 
Haisht 


Cabie 
T<k.Ftar 


8a.Ft 
inOpoii 


y«tieal 
Hflkht 
inftel 


Cubie 
Ydi.Par 


8q.Ft 
tiiCrai 


Vertieal 
Height 


Cubio 
Ydt.Ftor 


8 
in 


infett 


lOOfett 


fl^ft&ai 


100f«et 


i^l^HI 


in fed 


100 feet 


a 


0.1 


3.79 


1.02 


5.1 


405.6 


109.5 


10.1 


1224.2 




.2 


7.74 


2.09 


.2 


417.9 


112.8 


.2 


1244.8 




.3 


11.9 


3.20 


.3 


430.4 


116.2 


.3 


1265.6 




.4 


16.1 


4.36 


.4 


443.0 


119.6 


.4 


1286.5 




.5 


20.6 


5.56 


.5 


455.8 


123.1 


.5 


1307.6 




.6 


25.2 


6.8 


.6 


468.7 


126.6 


.6 


1328.9 




.7 


30.0 


8.1 


.7 


481.9 


130.1 


.7 


1350.4 




.8 


35.0 


9.4 


.8 


495.1 


133.7 


.8 


1372.0 




.9 


40.1 


10.8 


.9 


508.6 


137.3 


.9 


1393.8 




1.0 


45.4 


12.3 


6.0 


522.2 


141.0 


11.0 


1415.7 




.1 


50.8 


13.7 


.1 


536.0 


144.7 


.1 


1437.9 




.2 


56.4 


15.2 


.2 


550.0 


148.5 


.2 


1460.1 




.3 


62.2 


16.8 


.3 


564.1 


152.3 


.3 


1482.6 




.4 


68.2 


18.4 


.4 


578.4 


156.2 


.4 


1505.2 




.5 


74.3 


20.1 


.5 


592.8 


160.1 


.5 


1528.0 




.6 


80.6 


21.8 


.6 


607.4 


164.0 


.6 


1551.0 




.7 


87.0 


23.5 


.7 


622.2 


168.0 


.7 


1574.1 




.8 


93.7 


25.3 


.8 


637.2 


172.0 


.8 


1597.4 




.9 


100.5 


27.1 


.9 


652.3 


176.1 


.9 


1620.8 




2.0 


107.4 


29.0 


7.0 


667.6 


180.3 


12.0 


1644.4 




.1 


114.5 


30.9 


.1 


683.0 


184.4 


.1 


1668.2 




.2 


121.8 


32.9 


.2 


698.7 


188.6 


.2 


1692.2 




.3 


129.3 


34.9 


.3 


714.5 


192.9 


.3 


1716.3 




.4 


136.9 


37.0 


.4 


730.4 


197.2 


.4 


1740.6 




.5 


144.7 


39.1 


.5 


746.5 


201.6 


.5 


1765.0 




.6 


152.6 


41.2 


.6 


762.8 


206.0 


.6 


1789.7 


« 


.7 


160.8 


43.4 


.7 


779.3 


210.4 


.7 


1814.5 




.8 


169.0 


45.6 


.8 


795.9 


214.9 


.8 


1839.4 




.9 


177.5 


47.9 


.9 


812.7 


219.4 


.9 


1864.5 




3.0 


186.1 


50.3 


8.0 


829.6 


224.0 


13.0 


1889.8 




.1 


194.9 


52.6 


.1 


846.8 


228.6 


.1 


1915.3 




.2 


203.9 


55.0 


.2 


864.0 


233.3 


.2 


1940.9 




.3 


213.0 


57.5 


.3 


881.5 


238.0 


.3 


1966.7 




.4 


222.3 


60.0 


.4 


899.1 


242.8 


.4 


1992.6 




.5 


231.7 


62.6 


,5 


916.9 


247.6 


.5 


2018.8 




. .6 


241.3 


65.2 


.6 


934.9 


252.4 


.6 


2045.0 




.7 


251.1 


67.8 


.7 


953.0 


257.3 


.7 


2071.5 




.8 


261.1 


70.5 


.8 


971.3 


262.2 


.8 


2098.1 




.9 


271.2 


. 73.2 


.9 


989.7 


267.2 


.9 


2124.9 




4.0 


281.5 


76.0 


9.0 


1008.3 


272.3 


14.0 


2151.9 




.1 


291.9 


78.8 


.1 


1027.1 


277.3 


.1 


2179.0 




.2 


302.6 


81.7 


.2 


1046.1 


282.4 


.2 


2206 3 




.3 


313.3 


84.6 


.3 


1065.2 


287.6 


.3 


2233.7 




.4 


324.3 


87.6 


.4 


1084.5 


292.8 


.4 


2261.3 




.5 


335.4 


90.6 


.5 


1103.9 


298.1 


.5 


2289.1 




.6 


346.7 


93.6 


.6 


1123.6 


303.4 


.6 


2317.1 




.7 


358.2 


96.7 


.7 


1143.3 


308.7 


.7 


2345.2 




.8 


369.8 


99.8 


.8 


1163.3 


314.1 


.8 


2373.5 




.9 


381.6 


103.0 


.9 


1183.4 


319.5 


.9 


2401.9 






'W>3,5 


106.3 


10.0 


1203.7 


325.0 


15.0 


2430.6 





CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



121 



TABLE VI 



Side Slopes 1} : 1 and 3 : 1 
Crown 10 Feet 



Vertioal 
Height 
in feet 


Cubk 
Yde.Pto 
100 feet 


Sq.Ft. 
inCroBB 
Seetioo 


Vertical 
Height 
in feet ^ 


Cubio 

Yd8,Per 

100 feet 


.SqPt. 

inCroas 

Section 


Vertieal 
Height 
infeft 


Cubic 
Yds. Per 
100 feet 


8q.Pt 
inCroM 
Section 


15.1 


2459.3 


664.0 


20.1 


4111.2 


1110.0 


25.1 


6179.7 


1668.5 


.2 


2488.3 


671.8 


.2 


4148.5 


1120.1 


.2 


6225 3 


1680.8 


.3 


2517.4 


679.7 


.3 


4185.9 


1130.2 


.3 


6271 . 1 


1693.2 


.4 


2546.7 


687.6 


.4 


4223.6 


1140.4 


.4 


6317.1 


1705.6 


.5 


2576.2 


695.6 


.5 


4261.3 


1150.6 


.5 


6363.2 


1718.1 


.6 


2605.8 


703.6 


.6 


4299.3 


1160.8 


.6 


6409.5 


1730.6 


.7 


2635.6 


711.6 


.7 


4337.4 


1171.1 


.7 


6455.9 


1743.1 


.8 


2665.5 


719.7 


.8 


4375.7 


1181.4. 


.8 


6502.6 


1755.7 


.9 


2695.6 


727.8 


.9 


4414.2 


1191.8 


.9 


6549.3 


1768.3 


16.0 


2725.9 


736.0 


21.0 


4452.8 


1202.3 


26.0 


6596.3 


1781.0 


.1 


2756.4 


744.2 


.1 


4491.6 


1212.7 


.1 


6643.4 


1793.7 


.2 


2787.0 


752.5 


.2 


4530.5 


1223.2 


.2 


6690.7 


1806.5 


.3 


2817.8 


760.8 


.3 


4569.6 


1233.8 


.3 


6738.2 


1819.3 


.4 


2848.7 


769.2 


.4 


4608.9 


1244.4 


.4 


6785.8 


1832.2 


.5 


2879.9 


777.6 


.5 


4648.4 


1255.1 


.5 


6833.6 


1849.1 


.6 


2911.1 


786.0 


.6 


4688.0 


1265.8 


.6 


6881.5 


1858.0 


.7 


2942.6 


794.5 


.7 


4727.8 


1276.5 


.7 


6929.6 


1871.0 


.8 


2974.2 


803.0 


.8 


4767.7 


1287.3 


.8 


6977.9 


1884.0 


.9 


3006.0 


811.6 


.9 


4807.9 


1298.1 


.9 


7026.4 


1897.1 


17.0 


3038.0 


820.3 


22.0 


4848.1 


1309.0 


27.0 


7075.0 


1910.3 


.1 


3070.1 


828.9 


.1 


4888.6 


1319.9 


.1 


7123.8 


1923.4 


.2 


3102.4 


837.6 


.2 


4929.2 


1330.9 


.2 


7172.7 


1936.6 


.3 


3134.8 


846.4 


.3 


4970.0 


1341.9 


.3 


7221.9 


1949.9 


.4 


3167.4 


855.2 


.4 


5011.0 


1353.0 


.4 


7271.1 


1963.2 


.5 


3200.2 


. 864.1 


.5 


5052.1 


1364.1 


.5 


7320.6 


1976.6 


.6 


3233.2 


873.0 


.6 


5093.4 


1375.2 


.6 


7370.2 


1990.0 


.7 


3266.3 


881.9 


.7 


5134.8 


1386.4 


.7 


7420.0 


2003.4 


.8 


3299.6 


890.9 


.8 


5176.4 


1397.6 


.8 


7470.0 


2016.9 


.9 


3333.0 


899.9 


.9 


5218.2 


1408.9 


.9 


7520.1 


2030.4 


18.0 


3366.7 


909.0 


23.0 


5260.2 


1420.3 


28.0 


7570.4 


2044.0 


.1 


3400.5 


918.1 


.1 


5302.3 


1431.6 


.1 


7620.8 


2057.6 


.2 


3434.4 


927.3 


.2 


5344.6 


1443.0 


.2 


7671.4 


2071.3 


.3 


3468.5 


936.5 


.3 


5387.0 


1454.5 


.3 


7722.2 


2085.0 


.4 


3502.8 


945.8 


.4 


5429.7 


1466.0 


.4 


7773.2 


2098.8 


.5 


3537.3 


955.1 


.5 


5472.5 


1477.6 


.5 


7824.3 


2112.6 


.6 


3571.9 


964.4 


.6 


5515.4 


1489.2 


.6 


7875.6 


2126.4 


.7 


3606.7 


973.8 


.7 


5558.5 


1500.8 


.7 


7927.0 


2140.3 


.8 


3641.6 


983.2 


.8 


5601.8 


1512.5 


.8 


7978.7 


2154.2 


.9 


3676.8 


. 992.7 


.9 


5645.3 


1524.2 


.9 


8030.5 


2168.2 


19.0 


3712.0 


1002.3 


24.0 


5688.9 


1536.0 


29.0 


8082.4 


2182.3 


.1 


3747.5 


1011.8 


.1 


5732.7 


1547.8 


.1 


8134.5 


2196.3 


.2 


3^83.1 


1021.4 


.2 


5776 . 6 


1559.7 


.2 


8186.8 


2210.4 


.3 


3818.9 


1031.1 


.3 


5820.8 


1571.6 


.3 


8239.3 


2224.6 


.4 


3854.9 


1040.8 


.4 


5865.0 


1583.6 


.4 


8291.9 


. 2238.8 


.5 


3891.0 


1050.6 


.5 


, 5909 5 


1595.6 


.5 


8344.7 


2253.1 


.6 


3927.3 


1060.4 


.6 


5954.1 


1607.6 


.6. 


8397.6 


2267.4 


.7 


3963.7 


1070.2 


.7 


5998.9 


1619.7 


.7 


8450.8 


2281.7 


.8 


4000.3 


1080.1 


.8 


6043.9 


1631.8 


.8 


8504.0 


2296.1 


.9 


4037.1 


1090.0 


.9 


6089.0 


1644.0 


.9 


8557.5 


2310.5 


20.0 


4074.1 


1100.0 


25.0 


6134.3 


1656.3 


30.0 


8611.1 


2325.0 



122 



CUBIC COXTEXTS OF LEVEE E3CBAXKMEXTS 



TABLE VII Side Slopes 2 : 1 and 3 : 1 

Crown 1 Foot 



Vvtkd 


Cobie 


8q.Fl 


VcrtiBd 


Cafaie 


8q.Ft 


VvtiBd 


Criiie 


Sq.FU 


Hdgbi 
iBfett 


Tdb.Pcr 
100 tec 


mCnm 

SeetioB 


2tt 


Tdb.Ftar 
100 tet 


mCnm 

FMCiH 


sra 


Tdb.IVr 
100 tet 


mCrai 


0.1 


0.483 


0.125 


5.1 


259.7 


70.1 


10.1 


981.9 


265.1 


.2 


1.111 


0.300 


.2 


269.8 


72.8 


.2 


1001.1 


270.3 


.3 


1.94 


0.525 


.3 


279.7 


75.5 


.3 


1020.5 


275.5 


.4 


2.98 


0.80 


.4 


290.0 


78.3 


.4 


1040.0 


280.8 


.5 


4.17 


1.13 


.5 


300.5 


81.1 


.5 


1059.7 


286.1 


.C 


5.58 


1.50 


.8 


311.1 


84.0 


.6 


1079.6 


291.5 


.7 


7.1 


1.93 


.7 


321.9. 


88.9 


.7 


1099.7 


296.9 


.8 


8.9 


2.40 


.8 


333.0 


89.9 


.8 


1120.0 


302.4 


• .9 


10.8 


2.93 


.9 


344.2 


92.9 


.9 


1140.5 


307.9 


1.0 


13.0 


3.50 


8.0 


355.6 


96.0 


11.0 


1161.1 


313.5 


-1. 


15.3 


4.13 


.1 


367.1 


99.1 


.1 


1181.9 


319.1 


.2 


17.8 


4.80 


.2 


378.9 


102.3 


.2 


1203.0 


324.8 


.3 


20.5 


5.53 


.3 


390.8 


105.5 


.3 


1224.2 


330.5 


.4 


23.3 


8.3 


.4 


403.0 


108.8 


.4 


1245.6 


336.3 


.5 


26.4 


7.1 


.5 


415.3 


112.1 


.5 


1267.1 


342.1 


.6 


29.8 


8.0 


.8 


427.8 


115.5 


.6 


1288.9 


, 348.0 


.7 


33.1 


8.9 


.7 


440.5 


118.9 


.7 


1310.8 


353.9 


.8 


38.7 


9.9 


.8 


453.3 


122.4 


.8 


1333.0 


359.9 


.9 


40.5 


10.9 


.9 


466.4 


125.9 


.9 


1355.3 


365.9 


2.0 


44.4 


12.0 


7.0 


479.8 


129.5 


12.0 


1377.8 


372.0 


.1 


48.6 


13.1 


.1 


493.1 


133.1 


.1 


1400.5 


378.1 


.2 


53.0 


14.3 


.2 


506.7 


136.8 


.2 


1423.3 


384.3 


.3 


57.5 


15.5 


.3 


520.5 


140.5 


.3 


1446.4 


390.5 


.4 


62.2 


16.8 


.4 


534.4 


144.3 


.4 


1469.6 


396.8 


.5 


67.1 


18.1 


.5 


548.6 


148.1 


.5 


1493.1 


403.1 


.6 


72.2 


19.5 


.8 


563.0 


152.0 


.6 


1516.7 


409.5 


.7 


77.5 


20.9 


.7 


577.5 


155.9 


.7 


1540.5 


415.9 


.8 


83.0 


22.4 


.8 


592.2 


159 9 


.8 


1564.4 


422.4 


.9 


88.6 


23.9 


.9 


607.1 


163.9 


.9 


1588.6 


428.9 


3.0 


94.4 


25.5 


8.0 


622.2 


168.0 


13.0 


1613.0 


435.5 


.1 


100.5 


27.1 


.1 


637.5 


172.1 


.1 


1637.5 


442.1 


.2 


106.7 


28.8 


.2 


653.0 


176.3 


.2 


1662.2 


448.8 


.3 


113.1 


30.5 


.3 


668.6 


180.5 


.3 


1687.1 


455.5 


.4 


119.6 


32.3 


.4 


684.4 


184.8 


.4 


1712.2 


462.3 


.5 


126.4 


34.1 


.5 


700.5 


189.1 


.5 


1737.5 


469.1 


.6 


133.3 


36.0 


.6 


716.7 


193.5 


.6 


1763.0 


476.0 


.7 


140.5 


37.9 


.7 


733.1 


197.9 


.7 


1788.6 


482.9 


.8 


147.8 


39.9 


.8 


749.6 


202.4 


.8 


1814.4 


489.9 


.9 


155.3 


41.9 


.9 


766.4 


206.9 


.9 


1840.5 


496.9 


4.0 


163.0 


44.0 


9.0 


783.3 


211.5 


14.0 


1866.7 


504.0 


.1 


170.8 


46.1 


.1 


800.5 


216.1 


.1 


1893.1 


511.1 


.2 


178.9 


48.3 


.2 


817.8 


220.8 


.2 


1919.6 • 


518.3 


.3 


187.1 


50.5 


.3 


835.3 


225.5 


.3 


1946.4 


525.5 


.4 


195.6 


52.8 


.4 


853.0 


230.3 


.4 


1973.3 


532 8 


.5 


204.2 


55.1 


.5 


870.8 


235.1 


.5 


2000.5 


540.1 


.6 


213.0 


57.5 


.6 


888.9 


240.0 


.6 


2027.8 


547.5 


.7 


221.9 


59.9 


.7 


907.1 


244.9 


.7 


2055.3 


554.9 


.8 


231.1 


62.4 


.8 


925.6 


249.9 


.8 


2083.0 


562.4 


.9 


240.5 


64.9 


.9 


944.2 


254.9 


.9 


2110.8 


569.9 


5.0 


250.0 


67.5 


10.0 


963.0 


260.0 


15.0 


2138.9 


577.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



123 







TABTiK VII 1 


Side Slopes 2 : 1 and 3 : 


1 










Crown 1 ] 


Foot 








Vartioal 

HMght 

iDf«et 


Cabie 
100f«et 


8q.Ft 
inCroH 
Seetion 


y«tieal 
Height 
in feet 


Cubie 
Tds.Ftar 
100 feet 


8q.Pt 

inCroei 

□eeuon 


Vertieal 
Heisht 
in feet 


Cable 
T<k.FlBr 
100 feet 


8a.Pfc 
in(>OM 
Section 


15.1 


2167.1 


585.1 


20.1 


3815.3 


1030.1 


25.1 


5926.4 


1600.1 


.2 


2195.6 


592.8 


.2 


3853.0 


1040.3 


.2 


5973.3 


1612.8 


.3 


2224.2 


600.5 


.3 


3890.8 


1050.5 


.3 


6020.5 


1625.5 


.4 


2253.0 


608.3 


.4 


3928.9 


1060.8 


.4 


6067.8 


1638.3 


.5 


2281.9 


616.1 


.5 


3967.1 


1071.1 


.5 


6115.3 


1651.1 


.6 


2311.1 


624.0 


.6 


4005.6 


1081.5 


.6 


6163.0 


1664.0 


.7 


2340.5 


631.9 


.7 


4044.2 


1091.9 


.7 


6210.8 


1676.9 . 


.8 


2370.0 


639.9 


.8 


4083.0 


1102.4 


.8 


6258.9 


1689.9 


.9 


2399.7 


647.9 


.9 


4121.9 


1112.9 


.9 


6307.1 


1702.9 


16.0 


2429.6 


656.0 


21.0 


4161.1 


1123.5 


26.0 


6355.6 


1716.0 


.1 


2459.7 


664.1 


.1 


4200.5 


1134.1 


.1 


6404.2 


1729.1 


.2 


2490.0 


672.3 


.2 


4240.0 


1144.8 


.2 


6453.0 


1742.3 


.3 


2520.5 


680.5 


.3 


4279.7 


1155.5 


.3 


6501.9 


1755.5 


.4 


2551.1 


688.8 


.4 


4319.6 


1166.3 


.4 


6551.1 


1768.8 


,5 


2581.9 


697.1 


.5 


4359.7 


1177.1 


.5 


6600.5 


1782.1 


.6 


2613.0 


705.5 


.6 


4400.0 


1188.0 


.6 


6650.0 


1795.5 


.7 


2644.2 


713.9 


.7 


4440.5 


1198.9 


.7 


6699.7 


1808.9 


.8 


2675.6 


722.4 


.8 


4481.1 


1209.9 


.8 


6749.6 


1822.4 


.9 


2707.1 


730.9 


.9 


4521.9 


1220.9 


.9 


6799.7 


1835.9 


17.0 


2738.9 


739.5 


22.0 


4563.0 


1232.0 


27.0 


6850.0 


1849.5 


.1 


2770.8 


748.1 


.1 


4604.2 


1243.1 


.1 


6900.5 


1863.1 


.2 


2803.0 


756.8 


.2 


4645.6 


1254.3 


.2 


6951.1 


1876.8 


.3 


2835.3 


765.5 


.3 


4687.1 


1265.5 


.3 


7001.9 


1890.5 


.4 


2867.8 


774.3 


.4 


4728.9 


1276.8 


.4 


7053.0 


1904.3 


.5 


2900.5 


783.1 


.5 


4770.8 


1288.1 


.5 


7104.2 


1918.1 


.6 


2933.3 


702.0 


.6 


4813.0 


1299.5 


.6 


7155.6 


1932.0 


.7 


2966.4 


800.9 


.7 


4855.3 


1310.9 


.7 


7207.1 


1945.9 


.8 


2999.6 


809.9 


.8 


4897.8 


1322.4 


.8 


7258.9 


1959.9 


.9 


3033.1 


818.9 


.9 


4940.5 


1333.9 


.9 


7310.8 


1973.9 


18.0 


3066.7 


828.0 


23.0 


4983.3 


1345.5 


28.0 


7363.0 


1988.0 


.1 


3100.5 


837.1 


.1 


5026.4 


1357.1 


.1 


7415.3 


2002.1 


.2 


3134.4 


846.3 


.2 


5069.6 


1368.8 


.2 


7467.8 


2016.3 


.3 


3168.6 


855.5 


.3 


5113.1 


1380.5 


.3 


7520.5 


2030.5 


.4 


3203.0 


864.8 


.4 


5156.7 


1392.3 


.4 


7573.3 


2044.8 


.5 


3237.5 


874.1 


.5 


5200.5 


1404.1 


.5 


7626.4 


2059.1 


.6 


3272.2 


883.5 


.6 


5244.4 


1416.0 


.6 


7679.6 


2073.5 


.7 


3307.1 


892.9 


.7 


5288.6 


1427.9 


.7 


7733.1 


2087.9 


.8 


3342.2 


902.4 


.8 


5333.0 


1439.9 


.8 


7786.7 


2102.4 


.9 


3377.5 


911.9 


.9 


5377.5 


1451.9 


.9 


7840.5 


2116.9 


19.0 


3413.0 


921.5 


24.0 


5422.2 


1464.0 


29.0 


7894.4 


2131.5 


.1 


3448.6 


931.1 


.1 


5467.1 


1476,1 


.1 


7948.6 


2146.1 


.2 


3484.4 


940.8 


.2 


5512.2 


1488.3 


.2 


8003.0 


2160.8 


.3 


3520.5 


950.5 


.3 


5557.5 


1500.5 


.3 


8057.5 


2175.5 


.4 


3556.7 


960.3 


.4 


5603.0 


1512.8 


.4 


8112.2 


2190.3 


.5 


3593.1 


970.1 


.5 


5648.6 


1525.1 


.5 


8167.1 


2205.1 


.6 


3629.6 


980.0 


.6 


5694.4 


1537.5 


.6 


8222.2 


2220.0 


.7 


3666.4 


989.9 


.7 


5740.5 


1549.9 


.7 


8277.5 


. 2234.9 


.8 


3703.3 


999.9 


.8 


5786.7 


1562.4 


.8 


8333.0 


2249.9 


.9 


3740.5 


1009.9 


.9 


5833.1 


1574.9 


.9 


8388.6 


2264.9 


20.0 


3777.8 


1020.0 


25.0 

• 


5879.6 


1587.5 


30.0 


8444.4 


2280.0 



124 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE VII 



Side Slopes 2 : 1 and 3 : 1 
Crown 2 Feet 



Vertieal 
Height 
in feet 


Cubie 
Tdt.F» 
100 feet 


8q.Pt 
inCroH 
Section 


Vertieal 
Height 
in feet 


Cubie 
Tdt.IVr 
100 feet 


Sq.Ft 
inCroH 
Seetkm 


Vertiea] 
Height 
inleet 


Cobie 
100 feat 


8a.Pt. 
inCna 
oeciiao 


0.1 


0.83 


0.225 


5.1 


278.6 


75.2 


10.1 


1019.4 


275.2 


.2 


1,85 


0.500 


.2 


288.9 


78.0 


.2 


1038.9 


280.5 


.3 


3.06 


0.825 


.3 


299.4 


80.8 


.3 


1058.6 


285.8 


.4 


4.44 


1.20 


.4 


310.0 


83.7 


.4 


1078.5 


291.2 


.5 


. 6.02 


1.63 


.5 


320.8 


86.6 


.5 


1098.6 


296.6 


.6 


7.8 


2.10 


.6 


331.9 


89.6 


.6 


1118.9 


302.1 


.7 


9.7 


2.63 


.7 


343.1 


92.6 


.7 


1139.4 


307.6 


.8 


11.9 


3.20 


.8 


354.4 


95.7 


.8 


1160.0 


313.2 


.9 


14.2 


3.83 


.9 


366.0 


98.8 


.9 


1180.8 


318.8 


1.0 


16.7 


4.50 


6.0 


377.8 


102.0 


11.0 


1201.9 


324.5 


.1 


19.4 


5.23 


.1 


389.7 


105.2 


.1 


1223.1 


330.2 


.2 


22.2 


6.0 


.2 


401.9 


108.5 


.2 


1244.4 


336.0 


.3 


25.3 


6.8 


.3 


414.2 


111.8 


.3 


1266.0 


341.8 


.4 


28.5 


7.7 


.4 


426.7 


115.2 


.4 


1287.8 


347.7 


.5 


31.9 


8.6 


.5 


439.4 


118.6 


.5 


1309.7 


353.6 


.6 


35.6 


9.6 


.6 


452.2 


122.1 


.6 


1331.9 


359.6 


.7 


39.4 


10.6 


.7 


465.3 


125.6 


.7 


1354.2 


365.6 


.8 


43.3 


11.7 


.8 


478.5 


129.2 


.8 


1376.7 


371.7 


.9 


47.5 


12.8 


.9 


491.9 


132.8 


.9 


1399.4 


377.8 


2.0 


51.9 


14.0 


7.0 


505.6 


136.5 


12.0 


1422.2 


384.0 


.1 


56.4 


15.2 


.1 


519.4 


140.2 


.1 


1445.3 


390.2 


.2 


61.1 


16.5 


.2 


533.3 


144.0 


.2 


1468.5 


396.5 


.3 


66.0 


17.8 


.3 


547.5 


147.8 


.3 


1491.9 


402.8 


.4 


71.1 


19.2 


.4 


561.9 


151.7 


.4 


1515.6 


409.2 


.5 


76.4 


20.6 


.5 


576.4 


155.6 


.5 


1539.4 


415.6 


.6 


81.9 


22.1 


.6 


591.1 


159.6 


.6 


1563.3 


422.1 


.7 


87.5 


23.6 


.7 


606.0 


163.6 


.7 


1587.5 


428.6 


.8 


93.3 


25.2 


.8 


621.1 


167.7 


.8 


1611.9 


435.2 


.9 


99.4 


26.8 


.9 


636.4 


171.8 


.9 


1636.4 


441.8 


3.0 


105.6 


28.5 


8.0 


651.9 


176.0 


13.0 


1661.1 


448.5 


.1 


111.9 


30.2 


.1 


667.5 


180.2 


.1 


1686.0 


455.2 


.2 


118.5 


32.0 


.2 


683.3 


184.5 


.2 


1711.1 


462.0 


.3 


125.3 


33.8 


.3 


699.4 


188.8 


.3 


1736.4 


468.8 


.4 


132.2 


35.7 


.4 


715.6 


193.2 


.4 


1761.9 


475.7 


.5 


139.4 


37.6 


.5 


731.9 


197.6 


.5 


1787.5 


482.6 


.6 


146.7 


39.6 


.6 


748.5 


202.1 


.6 


1813.3 


489.6 


.7 


154.2 


41.6 


.7 


765.3 


206.6 


.7 


1839.4 


496.6 


.8 


161.9 


43.7 


.8 


782.2 


211.2 


.8 


1865.6 


503.7 


.9 


169.7 


45.8 


.9 


799.4 


215.8 


.9 


1891.9 


510.8 


4.0 


177.8 


48.0 


9.0 


816.7 


220.5 


14.0 


1918.5 


518.0 


.1 


186.0 


50.2 


.1 


834.2 


225.2 


.1 


1945.3 


525.2 


.2 


194.4 


52.5 


.2 


851.9 


230.0 


.2 


1972.2 


532.5 


.3 


203.1 


54.8 


.3 


869.7 


234.8 


.3 


1999.4 


539.8 


.4 


211.9 


57.2 


.4 


887.8 


239.7 


.4 


2026.7 


547.2 


.5 


220.8 


59.6 


.5 


906.0 


244.6 


.5 


2054.2 


554.6 


.6 


230.0 


62.1 


.6 


924.4 


249.6 


.6 


^1.9 


562.1 


.7 


239.4 


64.6 


.7 


943.1 


254.6 


.7 


2109.7 


569.6 


.8 


248.9 


67.2 


.8 


961.9 


259.7 


.8 


2137.8 


577.2 


.9 


258.6 


69.8 


.9 


980.8 


264.8 


.9 


2166.0 


584.8 


5.0 


268.5 

• 


72.5 


10.0 


1000.0 


270.0 


15.0 


2194.4 


592.5 



cCbic contents of levee embankments 



125 





1 


TABLE VII Side Slopes 2 : 1 and 3 : 


I 










Crown 2 Feet 








Vertical 
Height 
in feet 


Cubie 
Yde.Pto 
100 feet 


So. Ft 

inCnM 

Section 


Vertied 
Height 
in feet 


Cubic 
YdB-Pte- 
100 feet 


So. Ft 
inCroM 
SeetioD 


Vertical 
Height 
inleet 


Cubie 
Ydi.IVr 
100 feet 


Sq.Ft. 
in Crow 
Section 


15.1 


2223.1 


600.2 


20.1 


3889.7 


1050.2 


25.1 


6019.4 


1625.2 


.2 


2251.9 


608.0 


.2 


3927.8 


1060.5 


.2 


6066.7 


1638.0 


.3 


2280.8 


615.8 


.3 


3966.0 


1070.8 


.3 


6114.2 


1650.8 


.4 


2310.0 


623.7 


.4 


4004.4 


1081.2 


.4 


6161.9 


1663.7 


.5 


2339.4 


631.6 


.5 


4043.1 


1091.6 


.5 


6209.7 


1676.6 


.6 


2368.9 


639.6 


.6 


4081.9 


1102.1 


.6 


6257.8 


1689.6 


.7 


2398.6 


647.6 


.7 


4120.8 


1112.6 


.7 


6306.0 


1702.6 


.8 


2428.5 


655.7 


.8 


4160.0 


1123.2 


.8 


6354.4 


1715.7 


.9 


2458.6 


663.8 


.9 


4199.4 


1133.8 


.9 


6403.1 


1728.8 


16.0 


2488.9 


672.0 


21.0 


4238.9 


1144.5 


26.0 


6451.9 


1742.0 


.1 


2519.4 


680.2 


.1 


4278.6 


1155.2 


.1 


6500.8 


1755.2 


.2 


2550.0 


688.5 


.2 


4318.5 


1166.0 


.2 


6550.0 


1768.5 


.3 


2580.8 


696.8 


.3 


4358.6 


1176.8 


.3 


6599.4 


1781.8 


.4 


2611.9 


705.2 


.4 


4398.9 


1187.7 


.4 


6648.9 


1795.2 


.5 


2643.1 


713.6 


.5 


4439.4 


1198.6 


.5 


6698.6 


1808.6 


.6 


2674.4 


722.1 


.6 


4480.0 


1209.6 


.6 


6748.5 


1822.1 


.7 


2706.0 


730.6 


.7 


4520.8 


1220.6 


.7 


6798.6 


1835.6 


.8 


2737.8 


739.2 


.8 


4561.9 


1231.7 


.8 


6848.9 


1849.2 


.9 


2769.7 


747.8 


.9 


4603.1 


1242.8 


.9 


6899.4 


1862.8 


17.0 


2801.9 


756.5 


22.0 


4644.4 


1254.0 


27.0 


6950.0 


1876.5 


.1 


2834.2 


765.2 


.1 


4686.0 


1265.2 


.1 


7000.8 


1890.2 


.2 


2866.7 


774.0 


.2 


4727.8 


1276.5 


.2 


7051.9 


1904.0 


.3 


2899.4 


782.8 


.3 


4769.7 


1287.8 


.3 


7103.1 


1917.8 


.4 


2932.2 


791.7 


.4 


4811.9 


1299.2 


.4 


7154.4 


1931.7 


.5 


2965.3 


800.6 


.5 


4854.2 


1310.6 


.5 


7206.0 


1945.6 


.6 


2998.5 


809.6 


.6 


4896.7 


1322.1 


.6 


7257.8 


1959.6 


.7 


3031.9 


818.6 


.7 


4939.4 


1333.6 


.7 


7309.7 


1973.6 


.8 


3065.6 


827.7 


.8 


4982.2 


1345.2 


.8 


7361.9 


1987.7 


.9 


3099.4 


836.8 


.9 


5025.3 


1356.8 


.9 


7414.2 


2001.8 


18.0 


3133.3 


846.0 


23.0 


5068.5 


1368.5 


28.0 


7466.7 


2016.0 


.1 


3167.5 


855.2 


.1 


5111.9 


1380.2 


.1 


7519.4 


2030.2 


.2 


3201.9 


864.5 


.2 


5155.6 


1392.0 


.2 


7572.2 


2044.5 


.3 


3236.4 


873.8 


.3 


5199.4 


1403.8 


.3 


7625.3 


2058.8 


.4 


3271 . 1 


883.2 


.4 


5243.3 


1415.7 


.4 


7678.5 


2073.2 


.5 


3306.0 


892.6 


.5 


5287.5 


1427.6 


.5 


7731.9 


2087.6 


.6 


3341.1 


902.1 


.6 


5331.9 


1439.6 


.6 


7785.6 


2102.1 


.7 


3376.4 


911.6 


.7 


5376.4 


1451.6 


.7 


7839.4 


2116.6 


.8 


3411.9 


921.2 


.8 


5421 . 1 


1463.7 


.8 


7893.3 


2131.2 


.9 


3447.5 


930.8 


.9 


5466.0 


1475.8 


.9 


7947.5 


2145.8 


19.0 


3483.3 


940.5 


24.0 


5511.1 


1488.0 


29.0 


8001.9 


2160.5 


.1 


3519.4 


9r)0.2 


.1 


5556.4 


1500.2 


.1 


8056.4 


2175.2 


.2 


3555.6 


960.0 


.2 


5601.9 


1512.5 


.2 


8111.1 


2190.0 


.3 


3591.9 


969.8 


.3 


5647.5 


1524.8 


.3 


8166.0 


2204.8 


.4 


3628.5 


979.7 


.4 


5693.3 


1537.2 


.4 


8221 . 1 


2219.7 


.5 


3665.3 


989.6 


.5 


5739.4 


1549.6 


.5 


8276.4 


2234.6 


.6 


3702.2 


999.6 


.6 


5^85.6 


1562.1 


.6 


8331.9 


2249.6 


.7 


3739.4 


1009.6 


.7 


5831.9 


1574.6 


.7 


8387.5 


2264.6 


.8 


3776.7 


1019.7 


.8 


5878.5 


1587.2 


.8 


8443.3 


2279.7 


.9 


3814.2 


1029.8 


.9 


5925.3 


1599.8 


.9 


8499.4 


2294.8 


20.0 


3851.9 


1040.0 


25.0 


5972.2 


1612.5 


30.0 


8555.6 


2310.0 



126 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE VII 



Side Slopes 2 : 1 and 3 
Crown 3 Feet 



Vertical 
Height 
in feet 


Cubic 
yda,Per 
100 feet 


Sq.Ft. 
inCroas 
Secticm 


Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


8q.Ft. 
inCraai 
Section 


Vertical 
Heigbt 
infect 


Cubic 
Yda,Ptor 
100 feet 


inCroM 
Seetioo 


• 0.1 


1.20 


0.325 


5.1 


297.5 


80.3 


10.1 


1056.8 


285.3 


.2 


2.59 


0.700 


.2 


308.1 


83.2 


.2 


1076 7 


290.7 


.3 


4.17 


1.13 


.3 


319.0 


86.1 


.3 


1096.8 


296.1 


.4 


5.93 


1.60 


.4 


330.0 


89.1 


.4 


1117.0 


301.6 


.5 


7.9 


2.13 


.5 


341.2 


92.1 


.5 


1137.5 


307.1 


.6 


10.0 


2.70 


.6 


352.6 


95.2 


.6 


1158.1 


312.7 


.7 


12.3 


3.33 


.7 


364.2 


98.3 


.7 


1179.0 


318.3 


.8 


14.8 


4.00 


.8 


375.9 


101.5 


.8 


1200.0 


324.0 


.9 


17.5 


4.73 


.9 


387.9 


104.7 


.9 


1221.2 


329.7 


1.0 


20.4 


5.50 


6.0 


400.0 


108.0 


11.0 


1242.6 


335.5 


.1 


23.4 


6.3 


.1 


412.3 


111.3 


.1 


1264.2 


341.3 


.2 


26.7 


7.2 


.2 


424.8 


114.7 


.2 


1285.9 


347.2 


.3 


30.1 


8.1 


.3 


437.5 


118.1 


.3 


1307.9 


353.1 


.4 


33.7 


9.1 


.4 


450.4 


121.6 


.4 


1330.0 


359.1 


.5 


37.5 


10.1 


.5 


463.4 


125.1 


.5 


1352.3 


365.1 


.6 


41.5 


11.2 


.6 


476.7 


128.7 


.6 


1374.8 


371.2 


.7 


45.6 


12.3 


.7 


490 1 


132.3 


.7 


1397.5 


377.3 


.8 


50.0 


13.5 


.8 


503.7 


136.0 


.8 


1420.4 


383.5 


.9 


54.5 


14.7 


.9 


517.5 


139.7 


.9 


1443.4 


389.7 


2.0 


59.3 


16.0 


7.0 


531.5 


143.5 


12.0 


1466.7 


396.0 


.1 


64.2 


17.3 


.1 


545.6 


147.3 


.1 


1490.1 


402.3 


.2 


69.3 


18.7 


.2 


560.0 


151.2 


.2 


1513.7 


408.7 


.3 


74.5 


20.1 


.3 


574.5 


155.1 


.3 


1537.5 


415.1 


.4 


80.0 


21.6 


.4 


589.3 


159.1 


.4 


1561.5 


421.6 


.5 


85.6 


23.1 


.5 


604.2 


163.1 


.5 


1585.6 


428.1 


.6 


91.5 


24.7 


.6 


619.3 


167.2 


.6 


1610.0 


434.7 


.7 


97.5 


26.3 


.7 


634.5 


171.3 


.7 


1634.5 


441.3 


.8 


103.7 


28.0 


.8 


650.0 


175.5 


.8 


1659.3 


448.0 


.9 


110.1 


29.7 


.9 


665.6 


179.7 


.9 


1684.2 


454.7 


3.0 


116.7 


31.5 


8.0 


681.5 


184.0 


13.0 


1709.3 


461.5 


.1 


123.4 


33.3 


.1 


697.5 


188.3 


.1 


1734.5 


468.3 


.2 


130.4 


35.2 


.2 


713.7 


192.7 


.2 


1760.0 


475.2 


.3 


137.5 


37.1 


.3 


730.1 


197.1 


.3 


1785.6 


482.1 


.4 


144.8 


39.1 


.4 


746.7 


201.6 


.4 


18;i.5 


489.1 


.5 


152.3 


41.1 


.5 


763.4 


206.1 


.5 


1837.5 


4%.l 


.6 


160.0 


43.2 


.6 


780.4 


210.7 


.6 


1863.7 


503.2 


.7 


167.9 


45.3 


.7 


797.5 


215.3 


.7 


1890.1 


510.3 


.8 


175.9 


47.5 


.8 


814.8 


220.0 


.8 


1916.7 


517.5 


.9 


184.2 


49.7 


.9 


832.3 


224.7 


.9 


1943.4 


524.7 


4.0 


192.6 


52.0 


9.0 


850.0 


229.5 


14.0 


1970.4 


532.0 


.1 


201.2 


54.3 


.1 


867.9 


234.3 


.1 


1997.5 


539.3 


.2 


210.0 


56.7 


.2 


885.9 


239.2 


.2 


2024.8 


546.7 


.3 


219.0 


59.1 


.3 


904.2 


244.1 


.3 


2052.3 


554.1 


.4 


228.1 


61.6 


.4 


922.6 


249.1 


.4 


2080.0 


561.6 


.5 


237.5 


64.1 


.5 


941.2 


254.1 


.5 


2107.9 


569 1 


.6 


247.0 


66.7 


.6 


960.0 


259.2 


.6 


2135.9 


576.7 


.7 


256.8 


69.3 


.7 


979.0 


264.3 


.7 


2164.2 


584.3 


.8 


266.7 


72.0 


.8 


998.1 


269.5 


.8 


2192.6 


592.0 


.9 


276.8 


74.7 


.9 


1017.5 


274.7 


.9 


2221.2 


599.7 


5.0 


287.0 


77.5 


10.0 


1037.0 


280.0 


15.0 


2250.0 


607.5 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



127 



TABLE VII Side Slopes 2 : 1 and 3 : 1 

Crown 3 Feet 



Cubic 
Yds, Per 


Sq.Ft 
in Cross 


Vertical 
Height 


Cubic 
Yds. Per 


So. Ft. 
in Cross 


Vertieal 
Height 


Cubic 
Yds. Per 


8q.Pt 
in Cross 


100 feet 


Section 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


29.79.0 


615.3 


20.1 


3964.2 


1070.3 


25.1 


6112.3 


1650.3 


2308.1 


623.2 


.2 


4002.6 


1080.7 


.2 


6160.0 


1663.2 


2337.5 


631.1 


.3 


4041.2 


1091.1 


.3 


6207.9 


1676.1 


2367.0 


639.1 


.4 


4080.0 


1101.6 


.4 


6255.9 


1689.1 


2396.8 


647.1 


.5 


4119.0 


1112.1 


.5 


6304.2 


1702.1 


2426.7 


655.2 


.6 


4158.1 


1122.7 


.6 


63.52.6 


1715.2 


2456.8 


663.3 


.7 


4197.5 


1133.3 


.7 


6401.2 


1728.3 


2487.0 


671.5 


.8 


4237.0 


1144.0 


.8 


6450.0 


1741.5 . 


2517.5 


679.7 


.9 


4276.8 


1154.7 


.9 


6499.0 


1754.7 


2548.1 


688.0 


21.0 


4316.7 


1165.5 


26.0 


6548.1 


1768.0 


2579.0 


696.3 


.1 


4356.8 


1176.3 


.1 


6597.5 


1781.3 


2610.0 


704.7 


.2 


4397.0 


1187.2 


.2 


6647.0 


1794.7 


2641.2 


713.1 


.3 


4437.5 


1198.1 


.3 


6696.8 


1808.1 


2672.6 


721.6 


.4 


4478.1 


1209.1 


.4 


6746.7 


1821.6 


2704.2 


730.1 


.5 


4519.0 


1220.1 


.5 


6796.8 


1835.1 


2735.9 


738.7 


.6 


4560.0 


1231.2 


.6 


6847.0 


1848.7 


2767.9 


747.3 


.7 


4601.2 


1242.3 


.7 


6897.5 


1862.3 


2800.0 


756.0 


.8 


4642.6 


1253.5 


.8 


6948.1 


1876.0 


2832.3 


764.7 


.9 


4684.2 


1264.7 


.9 


6999.0 


1889.7 


2864.8 


773.5 


22.0 


4725.9 


1276.0 


27.0 


7050.0 


1903.5 


2897.5 


782.3 


.1 


. 4767.9 


1287.3 


.1 


7101.2 


1917.3 


2930.4 


791.2 


. 2 


4810.0 


1298.7 


.2 


7152.6 


1931.2 


2963.4 


800.1 


.3 


4852.3 


1310.1 


.3 


7204.2 


1945.1 


2996.7 


809.1 


.4 


4894.8 


1321.6 


.4 


7255.9 


1959.1 


3030.1 


818.1 


.5 


4937.5 


1333.1 


.5 


7307.9 


1973.1 


3063.7 


827.2 


.6 


4980.4 


1344.7 


.6 


7360.0 


1987.2 


3097.5 


836.3 


.7 


5023.4 


1356.3 


.7 


7412.3 


2001.3 


3131.5 


845.5 


8 


5066.7 


1368.0 


.8 


7464.8 


2015.5 


3165.6 


854.7 


.9 


5110.1 


1379.7 


.9 


7517 5 


2029.7 


3200.0 


864.0 


23.0 


51.53.7 


1391.5 


28.0 


7570.4 


2044.0 


3234.5 


873.3 


.1 


5197.5 


1403.3 


.1 


7623.4 


2058.3 


3269.3 


882.7 


.2 


5241.5 


1415.2 


. .2 


7676.7 


2072.7 


3304 . 2 


892.1 


.3 


5285.6 


1427.1 


.3 


7730.1 


2087.1 


3339.3 


901.6 


.4 


5330.0 


1439.1 


.4 


7783.7 


2101.6 


3374.5 


911.1 


.5 


5374.5 


1451 . 1 


.5 


7837.5 


2116.1 


3410 


920.7 


.6 


5419.3 


1463.2 


.6 


7891.5 


2130.7 


3445 . 6 


930.3 


.7 


5464.2 


1475.3 


.7 


7945.6 


2145.3 


3481.5 


940.0 


.8 


5509.3 


1487.5 


.8 


8000.0 


2160.0 


3517.5 


949.7 


.9 


5554.5 


1499.7 


.9 


8054.5 


2174.7 


3553.7 


959.5 


24.0 


5600.0 


1512.0 


29.0 


8109.3 


2189.5 


3590.1 


969.3 


.1 


5645.6 


1524.3 


.1 


8164.2 


2204.3 


3626.7 


979.2 ' 


.2 


5691.5 


1536.7 


.2 


8219.3 


2219.2 


3663.4 


989.1 


.3 


5737.5 


1549.1 


.3 


8274.5 


2234.1 


3700.4 


999.1 


.4 


5783.7 


1561.6 


.4 


8330.0 


2249.1 


3737.5 


1009 1 


.5 


5830.1 


1574.1 


.5 


8385.6 


22^.1 


3774.8 


1019.2 


.6 


5876.7 


1586.7 


.6 


8441.5 


2279.2 


3812.3 


1029.3 


.7 


5923.4 


1599.3 


.7 


8497.5 


2294.3 


3850.0 


1039.5 


.8 


5970.4 


•1612.0 


.8 


8553.7 


2309.5 


3887.9 


1049.7 


.9 


6017.5 


1624.7 


.9 


8610.1 


2324.7 


3925.9 


1060.0 


25.0 


6064.8 


1637.5 


30.0 


8666.7 


2340.0 



128 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE VII Side Slopes 2 : 1 and 3 

Crown 4 Feet 



Vertical 
Height 


CubiQ 
YdfcPer 


inCroM 


Vertical 
Height 


Cubic 
Yds. Per 


inCrofls 


Vertical 
Height 


Cubic 
Ydt.Ftar 


Sq-Ft. 
inCroa 


in feet 


100 feet 


Seetioo 


in feet 


100 feet 


Sectioa 


in feet 


100 feet 


SeetMo 


0.1 


1.57 


0.425 


5.1 


316.4 


85.4 


10.1 


1094.2 


295.4 


.2 


. 3.33 


0.900 


.2 


327.4 


88.4 


.2 


1114.4 


300.9 


.3 


5.28 


1.43 


.3 


338.6 


91.4 


.3 


1134.9 


306.4 


.4 


7.4 


2.00 


.4 


350.0 


94.5 


.4 


1155.6 


312.0 


.5 


9.7 


2.63 


.5 


361.6 


97.6 


.& 


1176.4 


317.6 


.6 


12.2 


3.30 


.6 


373.3 


100.8 


.6 


1197.4 


323.3 


.7 


14.9 


4.03 


.7 


385.3 


104.0 


.7 


1218.6 


329.0 


.8 


17.8 


4.80 


.8 


397.4 


107.3 


.8 


1240.0 


334.8 


.9 


20.8 


5.63 


.9 


409.7 


110.6 


.9 


1261.6 


340.6 


1.0 


24.1 


6.5 


6.0 


422.2 


114.0 


11.0 


1283.3 


346.5 


.1 


27.5 


7.4 


.1 


434.9 


117.4 


.1 


1305.3 


352.4 


.2 


31.1 


8.4 


.2 


447.8 


120.9 


.2 


1327.4 


338.4 


.3 


34.9 


9.4 


.3 


460.8 


124.4 


.3 


1349.7 


364.4 


.4 


38.9 


10.5 


.4 


474.1 


128.0 


.4 


1372.2 


370.5 


.5 


43.1 


11.6 


.5 


487.5 


131.6 


.5 


1394.9 


376.6 


.6 


47.4 


12.8 


.6 


501.1 


135.3 


.6 


1417.8 


382.8 


.7 


51.9 


14.0 


.7 


514.9 


139.0 


.7 


1440.8 


389.0 


.8 


56.7 


15.3 


.8 


528.9 


142.8 


.8 


1464.1 


395.3 


.9 


61.6 


16.6 


.9 


543.1 


146.6 


.9 


1487.5 


401.6 


2.0 


66.7 


18.0 


7.0 


557.4 


150.5 


12.0 


1511.1 


408.0 


.1 


71.9 


19.4 


.1 


571.9 


154.4 


.1 


1534.9 


414.4 


.2 


77.4 


20.9 


.2 


586.7 


158.4 


.2 


1558.9 


420.9 


.3 


83.1 


22.4 


.3 


601.6 


162.4 


.3 


1583.1 


427.4 


.4 


88.9 


24.0 


.4 


616.7 


166.5 


.4 


1607.4 


434.0 


.5 


94.9 


25.6 


.5 


631.9 


170.6 


.5 


1631.9 


440.6 


.6 


101.1 


27.3 


.6 


647.4 


174.8 


.6 


1656.7 


447.3 


.7 


107.5 


29.0 


.7 


663.1 


179.0 


.7 


1681.6 


454.0 


.8 


114.1 


30.8 


.8 


678.9 


183.3 


.8 


1706.7 


460.8 


.9 


120.8 


32.6 


.9 


694.9 


187.6 


.9 


1731.9 


467.6 


3.0 


127.8 


34.5 


8.0 


711.1 


192.0 


13.0 


1757.4 


474.5 


.1 


134.9 


36.4 


.1 


727.5 


196.4 


.1 


1783.1 


481.4 


.2 


142.2 


38.4 . 


.2 


744.1 


200.9 


.2 


1808.9 


488.4 


.3 


149.7 


40.4 


.3 


760.8 


205.4 


.3 


1834.9 


495.4 


.4 


157.4 


42.5 


.4 


777.8 


210.0 


. .4 


1861.1 


502.5 


.5 


165.3 


44.6 


.5 


794.9 


214.6 


.5 


1887.5 


509.6 


.6 


173.3 


46.8 


.6 


812.2 


219.3 


.6 


1914.1 


516.8^ 


.7 


181.6 


49.0 


.7 


829.7 


224.0 


.7 


1940.8 


524.0^ 


.8 


190.0 


51.3 


.8 


847.4 


228.8 


.8 


1967.8 


531.^ 


.9 


198.6 


53.6 


.9 


865.3 


233.6 


.9 


1994.9 


. 538.^. 


4.0 


207.4 


56.0 


9.0 


883.3 


238.5 


14.0 


2022.2 


546. t^ 


.1 


216.4 


58.4 


.1 


901.6 


243.4 


.1 


2049.7 


• 
553. _ 


.2 


225.6 


60.9 


.2 


920.0 


248.4 


.2 


2077.4 


560 _ 


.3 


234.9 


63.4 


.3 


938.6 


253.4 


.3 


2105.3 


568. 


.4 


244.4 


66.0 


.4 


957.4 


258.5 


.4 


2133.3 


576 ^ 


.5 


254.2 


68.6 


.5 


■ 976.4 


263.6 


.5 


2161.6 


583 ^^ 


.6 


264.1 


71.3 


.6 


995.6 


268.8 


.6 


2190.0 


59 U^ 


.7 


274.2 


74.0 


.7 


1014.9 


274.0 


.7 


2218.6 


59^^ 


.8 


284.4 


76.8 


.8 


1034.4 


279.3 


.8 


2247.4 


60^^ 


.9 


294.9 


79.6 


.9 


1054.2 


284.6 


.9 


2276.4 


ei*^.^^ 


5.0 


305.6 


82.5 


10.0 


1074.1 


290.0 


15.0 


2305.^ 


62.-^^; 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



129 







1 


FABLE VII 


Side Slop 


es 2 : 1 and 3 : 


1 




15 








C 


Jrown 4 Feet 

Cubic Sq. Ft. 
Yds. Per in CroM 
100 feet Section 


Vertical 
Heigbt 
in feet 








Cubic 
YdB.Pfcr 
100 feet 


Sq. Ft. 

in Croat 
Section 


Vertical 
Heizht 
in feet 


Cubic 
Yda. Per 
100 feet 


Sq. Ft. 
inCroM 
Section 


.1 


2334.9 


630.4 


20.1 


1038.6 


1090.4 


25.1 


6205.3 


1675.4 


2 


2364.4 


638.4 


.2 


4077.4 


1100.9 


.2 


6253.3 


1688.4 


.3 


2394.2 


646.4 


.3 


4116.4 


1111.4 


.3 


6301.6 


1701.4 


.4 


2424.1 


654.5 


.4 


4155.6 


1122.0 


.4 


6350.0 


1714.5 


.5 


2454.2 


662.6 


.5 


4194.9 


1132.6 


.5 


6398.6 


1727.6 


.fi 


24S4.4 


670.8 


.6 


4234.4 


1143.3 


.6 


6147.4 


1740.8 


.7 


2514.9 


679.0 


.7 


4274.2 


1151. 


.7 


6496.4 


1754 


.8 


2545.6 


687.3 


.8 


4314.1 


1164.8 


.8 


6545.6 


1767.3 


.9 


2576.4 


695.6 


.9 


4354.2 


1175.6 


.9 


6594.9 


1780.6 


16.0 


2607.4 


70-1.0 


21.0 


4394.4 


1186.5 


26.0 


6644.4 


1794.0 


.1 


2638.6 


712.4 


.1 


4434.9 


1197.4 


.1 


6694.2 


1807.4 


.2 


2670.0 


720.9 


.2 


H75.6 


1208.4 


.2 


6741.1 


1820.9 


.:\ 


2701.6 


729.4 


.3 


4516.4 


1219.4 


.3 


6794.2 


1834.4 


.4 


2733.3 


738.0 


.4 


4557.4 


1230.5 


.4 


6844.4 


1848.0 


..'» 


2765.3 


746.6 


.5 


4598.6 


1241.6 


.5 


6894.9 


1861.6 


.n 


2797.4 


755.3 


.6 


4640.0 


1252.8 


.6 


6945.6 


1875.3 




2829.7 


764.0 


.7 


4681.6 


1264.0 


.7 


6096.4 


1889.0 


8 


2862.2 


772.8 


.8 


4723.3 


1275.3 


.8 


7ai7.4 


1902.8 


.9 


2894.9 


781.6 


.9 


476.';. 3 


1286.6 


.9 


7098.6 


1916.6 


'7.0 


/ 2927.8 


790.5 


22.0 


4807.4 


1298.0 


27.0 


7150.0 


1930.5 


•' 1 


2960.8 


799.4 


.1 


4819.7 


1309.4 


.1 


7201.6 


1944.4 


•^/ 


-2994.1 


808.4 


.2 


4892.2 


1320.9 


2 


7253.3 


1958.4 


..1 / 


3027.5 


817.4 


.3 


4934.9 


1332.4 


.3 


7305.3 


1972.4 


•^/ 


3061.1 


826.5 


.4 


4977.8 


1314.0 


.4 


73,->7.4 


1986.5 


"7 


3094.9 


835.6 


.5 


5020.8 


1355.6 


.5 


7409.7 


2000.6 


e 


3128.9 


844.8 


.6 


5064.1 


1367.3 


.6 


7402.2 


2014.8 


M 


3163.1 


854.0 


.7 


5107.5 


1379.0 


.7 


7514.9 


2029.0 


.8 / 


3197 4 


863.3 


.8 


5151.1 


1390.8 


.8 


7567.8 


2043.3 


.9 




3231.9 


872.6 


.9 


5194.9 


1402.6 


.9 


7620.8 


2057.6 


i«.o 




3266.7 


882.0 


23.0 


5238.9 


1414.5 


28.0 


7674.1 


2072.0 


.1 




3301.6 


891.4 


.1 


5283.1 


1426.4 


.1 


7727.5 


2086.4 


2 




3336.7 


900.9 


.2 


5327.4 


1438.4 


2 


7781 . 1 


2100.9 


.3 




3371.9 


910.4 


.3 


5371.9 


1450.4 


.3 


7834.9 


2115.4 


.4 I 


3407.4 


920.0 


.4 


5416.7 


1462.5 


.4 


7888.9 


2130.0 


.5 1 


3443.1 


929.6 


.5 


5461.6 


1474.6 


.5 


7943.1 


2144.6 


.6 \ 


3478.9 


939.3 


.6 


5506.7 


1486.8 


.6 


7997.4 


2159.3 


.7 1 


3514.9 


949.0 


.7 


5551.9 


1499.0 


.7 


8051 . 9 


2174.0 


.8 1 


3551.1 


958.8 


.8 


5597.4 


1511.3 


.8 


8106.7 


2188.8 


.9 1 


3587.5 


968.6 


.9 


5643.1 


1523.6 


.9 


8161.6 


2203.6 


19.0 1 


3624.1 


978.5 


24.0 


5688.9 


1536.0 


29.0 


8216.7 


2218.5 


.1 


3660.8 


988.4 


.1 


5734.9 


1548.4 


.1 


8271.9 


2*233.4 


.2 


3697.8 


998.4 


,2 


5781 . 1 


1560.9 


.2 


8327 . 4 


2248.4 


.3 


3734.9 


1008.4 


.3 


5827.5 


1573.4 


.3 


8383.1 


2263.4 


■^ 


3772.2 


1018.5 


.4 


5874.1 


1586.0 


.4 


8-438.9 


2278.5 


■ 


3809.7 


1028.6 


.5 


5920.8 


1598.6 


.5 


8494.9 


2293.6 


.6^ 


3847.4 


1038.8 


.6 


5967.8 


1611.3 


.6 


8551 . 1 


2308.8 


-7 


3885.3 


1049.0 


.7 


6014.9 


1624.0 


.7 


8607.5 


2324.0 


.K 


3923.3 


1059.3 


.8 


6062.2 


1636.8 


.8 


8664 . 1 


2339.3 


.9 


3961 . A 


1069.6 


.9 


6109.7 


1649.6 


.9 


8720.8 


2.3.^»4.6 


20. 


O 


4000.0 


1080.0 


25.0 


6157.4 


1662.5 


30.0 


; 8777.8 

1 


2370.0 



CUBIC CONTENTS OF LEVEE Jiia*,.-. 



TABLE VII Side Slopes 2 : 1 and 3 : 1 

Crown 5 Feet 



,/ 



Cubio 
Ydb.FlBr 
100 iMt 



8q.Pt 
inCroa 
Seetkui 



Vertiail 
Heigbt 
inieot 



Cabie 
Ydt.FlBr 
100 feet 



mCroH 
Seetioo 



y«tieal 
Hekht 
bftet 



CUbio 
T<k.Ftar 

100 {Bit 



i 
5 

.6 
.7 
.8 
.9 
1.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
2.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
3.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
4.0 

.1 
.2 
.3 
.4 
.5 

.6 

.7 
.8 
.9 



1.94 
4.07 
6.39 
8.9 
11.6 

14.4 
17.5 
20.7 
24.2 
27.8 

31.6 
35.6 
39.7 
44.1 
48.6 

53.3 
58.2 
63.3 
68.6 
74.1 

79.7 
85.6 
91.6 
97.8 
104.2 

110.7 
117.5 
124.4 
131.6 
138.9 

146.4 
154.1 
161.9 
170.0 
178.2 

186.7 
195.3 
204.1 
213.1 
222.2 

231.6 
241.1 
250.8 
260.7 
270.8 

281.1 
291.6 
.302.2 
313.1 



0.53 
1.10 
1.73 
2.40 
3.13 

3.90 

4.73 

5.60 

6.5 

7.5 

8.5 

9.6 

10.7 

11.9 

13.1 

14.4 
15.7 
17.1 
18.5 
20.0 

21.5 
23.1 
24.7 
26.4 
28.1 

29.9 
31.7 
33.6 
35.5 
37.5 

39.5 
41.6 
43.7 
45.9 
48.1 

50.4 
52.7 
55.1 
57.5 
60.0 

62.5 
65.1 
67.7 
70.4 
73.1 

75.9 
78.7 
81.6 
84.5 
87.5 



5.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
6.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
7.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
8.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
9.0 

.1 
,2 
.3 

.4 
.5 

.6 
.7 
.8 
.9 
10.0 



335.3 
346.7 
358.2 
370.0 
381.9 

394.1 
406.4 
418.9 
431.6 
444.4 

457.5 
470.7 
484.2 
497.8 
511.6 

525.6 
539.7 
554.1 
568.6 
583.3 

.598.2 
613.3 
628.6 
644.1 
659.7 

675.6 
691.6 
707.8 
724.2 
740.7 

757.5 
774.4 
791.6 
808.9 
826.4 

844.1 
861.9 
880.0 
898.2 
916.7 

935.3 
954.1 
973.1 
992.2 
1011.6 

1031.1 
1050.8 
1070.7 
101K).8 
1111.1 



90.5 
93.6 
96.7 
99.9 
103.1 

106.4 
109.7 
113.1 
116.5 
120.0 

123.5 
127.1 
130.7 
134.4 
138.1 

141.9 
145.7 
149.6 
153.5 
157.5 

161.5 
165.6 
169.7 
173.9 
178.1 

182.4 
186.7 
191.1 
195.5 
200.0 

204.5 
209.1 
213.7 
218.4 
223.1 

227.9 
232.7 
237.6 
242.5 
247.5 

252.5 
257.6 
262.7 
267.9 
273.1 

278.4 
283.7 
289.1 
294.5 
300.0 



10.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
11.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
12.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
13.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
14.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
15.0 



1131.6 
1152.2 
1173.1 
1194.1 
1215.3 

1236.7 
1258.2 
1280.0 
1301.9 
1324.1 

1346.4 
1368.9 
1391.6 
1414.4 
1437.5 

1460.7 
1484.2 
1507.8 
1531.6 
1555.6 

1579.7 
1604.1 
1628.6 
1653.3 
1678.2 

1703.3 
1728.6 
1754.1 
1779.7 
1805.6 

1831.6 
1857.8 
1884.2 
1910.7 
1937.5 

1964.4 
1991.6 
2018.9 
2046.4 
2074.1 

2101.9 
2130.0 
2158.2 
2186.7 
2215.3 

2244.1 
2273.1 
2302.2 
2331.6 
2361.1 




CUBIC CONTENTS OF LBTXB BHBANKlfBNTS 

TABLE VII Side Slopei 2 : 1 and S : 1 
Crown 5 Feet 

Cuke So. ri. Vertial Calm Si]. FL Vwtial Cobie 

Ilk hi inCxii OiLtht Yd). ENir iiCna Buht Vib.FH 

lODbn SsliBii iohN lOOfnt I Baction ialM IDDFnt 



.So^ 





6298. 


3 




.a 


6305. 


■^ 


6444. 


.8 


6542, 


'.'k 


6641. 


» 


6690. 


.0 


6740. 


, 


6790. 


,3 


6«4I. 






.4 


6942. 


.5 


6993. 


.ft 


7044, 


7 


7095. 


R 


7148. 




7196. 


.0 


T250. 


2 


7354! 


.1 


7406. 




745S. 


.& 


7511. 


ft 


7564 


.7 




8 


7670, 




7724. 


,0 


7777, 


.] 


7831. 




7885 


« 


7939, 


.4 


7994, 


.i 


8048, 


ft 


8103, 








8213. 


M 


8268. 


■0 


8324. 


1 


8379. 


2 






8491. 


,4 


8547. 


.5 


8804, 


-8 


8860. 


,7 


8717. 




8774. 


.U 


8831. 





88S8. 



2012.4 

2056.7 
2071.1 
2085.5 
2100 



2187.9 
2202.7 
2217.6 



2262.5 
2277,6 

2307. S 
2323.1 



132 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE VII Side Slopes 2 : 1 and 3 : 1 

Crown 6 Feet 



Vertioa. 
Height 
in feet 


Cubic 

yd8.P*r 

100 feet 


Sq.Ft 
inCrosi 
Section 


VerticaJ 
Height 
in feet 


Cubic 
YdB-Per 
100 feet 


Sq.Ft. 
inCroa 
Section 


Vertical 
Osisht 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq Pi. 

inCroa 

SeetioB 


0.1 


2.31 


0.63 


5.1 


35-1.2 


95.6 


10.1 


1169.0 


315.6 




4.81 


1.30 


.2 


365.9 


98.8 


.2 


1190.0 


321.3 


.3 


7.50 


2.03 


.3 


377.9 


102.0 


.3 


1211.2 


327.0 


.4 


10.4 


2.80 


.4 


390.0 


105.3 


.4 


1232.6 


332.8 


.5 


13.4 


3.63 


.5 


402.3 


108.6 




1254.2 


338.6 


.6 


16.7 


4.50 


.6 


414.8 


112.0 


.6 


1275.9 


344.5 


.7 


20.1 


5.43 


.7 


427.5 


115.4 


.7 


1297.9 


350.4 


.8 


23.7 


6.4 


.8 


440.4 


118.9 


.8 


1320.0 


356.4 


.9 


27.5 


7.4 


.9 


4.53.4 


122.4 


.9 


1342.3 


362.4 


1.0 


31.5 


8.5 


6.0 


466.7 


126.0 


no 


1364.8 


368.5 


.1 


35.6 


9.6 


.1 


480.1 


129.6 


.1 


1387.5 


374.6 


.2 


40.0 


10.8 


•> 


493.7 


133.3 


2 


1410.4 


380.8 


.3 


44.5 


12.0 


.3 


507.5 


137.0 


.3 


1433.4 


.H87.0 


A 


49.3 


13.3 


.4 


521.5 


140.8 


.4 


14.56.7 


393.3 


.5 


54.2 


14.6 


.5 


535.6 


144.6 


.5 


1480.1 


399.6 


.6 


59.3 


16.0 


.6 


550.0 


148.5 


.6 


1503.7 


406.0 


.7 


64.5 


17.4 


.7 


564.5 


152.4 


.7 


1527.5 


412.4 


.8 


70.0 


18.9 


.8 


579.3 


156.4 


.8 


1551.5 


118.9 


.9 


75.6 


20.4 


.9 


594.2 


160.4 


.9 


1575.6 


42.>.4 


2.0 


81.5 


22.0 


7.0 


609.3 


164.5 


12.0 


1600.0 


432.0 


.1 


87.5 


23.6 


.1 


624.5 


168.6 


.1 


1624.5 


438.6 


.2 


93.7 


25.3 


.2 


010.0 


172.8 


.2 


1649.3 


445.3 


.3 


100.1 


27.0 


.3 


655.6 


177.0 


.3 


1674.2 


452.0 


A 


106.7 


28.8 


.4 


671.5 


181.3 


.4 


1699.3 


458.8 


.5 


113.4 


30.6 


.5 


687.5 


185.6 


.5 


1724.5 


465.6 


.6 


120.4 


32.5 


.6 


703.7 


190.0 


.6 


1750.0 


472.5 


.7 


127.5 


34.4 


. / 


720. 1 


194.4 


.7 


1775.6 


479.4 


.8 


134.8 


36.4 


.8 


736.7 


198.9 


.8 


1801.5 


486.4 


.9 


142.3 


38.4 


.9 


753.4 


203.4 


.9 


1827.5 


493.4 


3.0 


150.0 


40.5 


8.0. 


770.4 


208.0 


13.0 


1853.7 


500.5 


.1 


157.9 


42.6 


.1 


787.5 


212.6 


.1 


1880.1 


507.6 


.2 


165.9 


44.8 


.2 


804.8 


217.3 


.2 


1906.7 


514.8 


.3 


174.2 


47.0 


.3 


822.3 


222.0 


.3 


1933.4 


522.0 


.4 


182.6 


49.3 


.4 


840.0 


226.8 


A 


1960.4 


529.3 


.5 


191.2 


51.6 


.5 


857.9 


231.6 


.5 


1987.5 


536.6 


.6 


200.0 


5^1.0 


.6 


875.9 


236.5 


.6 


2014.8 


544.0 


.7 


209.0 


56.4 


.7 


894.2 


241.4 


.7 


2042.3 


551 .4 


.8 


218.1 


58.9 


.8 


912.6 


246.4 


.8 


2070.0 


558.9 


.9 


227.5 


61.4 


.9 


931.2 


251.4 


.9 


2097.9 


566.4 


4.0 


237.0 


ai.o 


9.0 


950.0 


256.5 


14.0 


2125.9 


574.0 


.1 


246.8 


66.6 


.1 


969.0 


261.6 


.1 


2154.2 


581.6 




256.7 


69.3 


.2 


988.1 


266.8 


.2 


2182.6 


589.3 


.3 


266.8 


72.0 


.3 


1007.5 


272.0 


.3 


2211.2 


597.0 


.4 


277.0 


74.8 


A 


1027.0 


277.3 


.4 


2240.0 


604.8 


.5 


287.5 


77.6 


.5 


1046.8 


282.6 


.5 


2269.0 


612.6 


.f» 


298.1 


80.5 


.6 


1066.7 


288.0 


.6 


2298.1 


620.5 


. 7 


309.0 


83.4 


.7 


1086.8 


293.4 


.7 


2327.5 


628.4 


.8 


320.0 


86.4 


.8 


1107.0 


298.9 


.8 


2357.0 


636.4 


.9 


331.2 


89.4 


.9 


1127.5 


3(M.4 


.9 


2386.8 


644.4 


5.0 


312.6 


92.5 


10.0 


1118.1 

I 


310.0 


15.0 


2416.7 


652.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



138 



TABLE VII Side Slopes 2 

Crown 6 Feet 



1 and 3 



H«ght 
mfeet 


Cubic 
rd8.Fbr 
100 feet 


So. Ft. 
inCroM 
Section 


VfTtical 
Height 
infect 


Cubic 
Yds.IVr 
100 feet 


Sq.Ft 
inCroas 
Section 


Vertical 
Height 
infect 


Cubic 
Yds. Per 
100 feet 


8q.Ft. 
inCroM 
Section 


15.1 


2446.8 


660.6 


20.1 


4187.5 


1130.6 


25.1 


6391.2 


1725.6 


.2 


2477.0 


668.8 


.2 


4227.0 


1141.3 


.2 


6440.0 


1738.8 


.3 


2507.5 


677.0 


.3 


4266.8 


1152.0 


.3 


6489.0 


1752.0 


.4 


2538.1 


685.3 


.4 


4306.7 


1162.8 


.4 


6.538.1 


1765.3 


.5 


2569.0 


693.6 


.5 


4346.8 


1173.6 


.5 


6587.5 


1778.6 


.6 


2600.0 


702.0 


.6 


4387.0 


1184.5 


.6 


6637.0 


1792.0 


.7 


2631.2 


710.4 


.7 


4427.5 


1195.4 


.7 


6686.8 


1805.4 


.8 


2662.6 


718.9 


.8 


4468.1 


1206.4 


.8 


6736.7 


1818.9 


.9 


2694.2 


727.4 


.9 


4,'>09.0 


1217.4 


.9 


6786.8 


1832.4 


16.0 


2725.9 


736.0 


21.0 


4550.0' 


1228.5 

• 


26.0 


68.37.0 


1846.0 


.1 


2757.9 


744.6 


.1 


4591.2 


1239.6 


.1 


6887.5 


1859.6 


.2 


2790.0 


753.3 


2 


4632.6 


1250.8 


.2 


6938.1 


1873.3 


.3 


2822.3 


762.0 


.3 


4674.2 


1262.0 


.3 


6989.0 


1887.0 


.4 


2854.8 


770.8 


.4 


4715.9 


1273.3 


.4 


7040.0 


1900.8 


.5 


2887.5 


779.6 


.5 


4757.9 


1284.6 


.5 


7091.2 


1914.6 


.6 


2920.4 


788.5 


.6 


4800.0 


1296.0 


.6 


7142.6 


1928.5 


.7 


2953.4 


797.4 


.7 


4842.3 


1307.4 


.7 


7194.2 


1942.4 


.8 


2986.7 


806.4 


.8 


4884.8 


1318.9 


.8 


7245.9 


1956.4 


.9 


3020.1 


815.4 


.9 


4927.5 


1330.4 


.9 


7297.9 


1970.4 


17.0 


3053.7 


824.5 


22.0 


4970.4 


1342.0 


27.0 


7350.0 


1984.5 


.1 


3087.5 


833.6 


.1 


5013.4 


1353.6 


.1 


7402.3 


1998.6 


.2 


3121.5 


842.8 


.2 


5056.7 


1365.3 


o 


7454.8 


2012.8 


.3 


3155.6 


852.0 


.3 


5100.1 


1377.0 


.3 


7507.5 


2027.0 


.4 


3190.0 


861.3 


.4 


5143.7 


1388.8 


.4 


7560.4 


2041.3 


.5 


3224.5 


870.6 


.5 


5187.5 


1400.6 


.5 


7613.4 


20.55.6 


.6 


3259.3 


880.0 


.6 


5231.5 


1412.5 


.6 


7666.7 


2070.0 


.7 


3294.2 


889.4 


.7 


5275.6 


1424.4 


.7 


7720.1 


2084.4 


.8 


3329.3 


898.9 


.8 


5320.0 


14,36.4 


.8 


7773.7 


2098.9 


.9 


3364.5 


908.4 


.9 


5364.5 


1448.4 


.9 


7827.5 


2113.4 


18.0 


3400.0 


918.0 


23.0 


5409.3 


1460.5 


28.0 


7881.5 


2128.0 


.1 


3435.6 


927.6 


.1 


5454.2 


1472.6 


.1 


7935.6 


2142.6 


.2 


3471.5 


937.3 


.2 


5499.3 


1484.8 


.2 


7990.0 


2157.3 


.3 


3507.5 


947.0 


.3 


.554-1.5 


1497.0 


.3 


8044.5 


2172.0 


.4 


3543.7 


9.56.8 


.4 


.5590.0 


1.509.3 


.4 


8099.3 


2186.8 


.5 


3580.1 


966.6 


.5 


5635.6 


1521.6 


.5 


8154.2 


2201.6 


.6 


3616.7 


976.5 


.6 


.5681.5 


1534.0 


.6 


8209.3 


2216.5 


.7 


3653.4 


986.4 


.7 


5727.5 


1546.4 


.7 


8264.5 


2231.4 


.8 


3690.4 


996.4 


.8 


5773 . 7 


15.58.9 


.8 


8320.0 


2246.4 


.9 


3727.5 


1006.4 


.9 


5820.1 


1571.4 


.9 


8375.6 


2261.4 


19.0 


3764.8 


1016.5 


24.0 


5866.7 


1584.0 


29.0 


8431.5 


2276.5 


.1 


3802.3 


1026.6 


.1 


5013.4 


1596.6 


.1 


8487.5 


2291.6 


.2 


3840.0 


1036.8 


.2 


5960.4 


1609.3 


.2 


8543.7 


2306.8 


.3 


3877.9 


1047.0 


.3 


6007.5 


1622.0 


.3 


8600.1 


2322.0 


.4 


3915.9 


1057.3 


.4 


60,54.8 


1634.8 


.4 


8656.7 


2337.3 


.5 


3954.2 


1067.6 


.5 


6102.3 


1647.6 


.5 


8713.4 


2352.6 


.e 


3992.6 


1078.0 


.6 


61.50.0 


1660.5 


.6 


8770.4 


2368.0 


.7 


4031.2 


1088.4 


.7 


6197.9 


1673.4 


.7 


8827.5 


2383.4 


.8 


4070.0 


1098.9 


.8 


6245.9 


1686.4 


.8 


8884.8 


2398.9 


.9 


4109.0 


1109.4 


.9 


6294.2 


1699.4 


.9 


89-12.3 


2414.4 


aa.o 


4148.1 


1120.0 


25.0 


6342.6 


1712.5 


30.0 


9000.0 


24.30.0 



136 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 



TABLE VII Side Slopes 2 

Crown 8 Feet 



1 and 3 : 1 



Vertical 
HeiKht 


Cubic 
Yds. Per 


So. Ft 
inCroes 


Vertioa] 
Heicht 


Cubic 
Yd8.Pfer 


Sq.Ft. 
inCroit 


Vertical 
Heisht 


Cubic 
Yck.IVr 


Sa.Ft 
inCraa 


in feet 


100 feet 


Section 


in feet 


100 feet 


Section 


in feet 


100 feet 


SeetioB 


0.1 


3.06 


0.83 


5.1 


391.9 


105.8 


10.1 


1243.8 


:»5.8 


.2 


6.30 


1.70 


.2 


404.4 


109.2 


.2 


1265.6 


341.7 


.3 


9.7 


2.63 


.3 


417.1 


112.6 


.3 


1287.5 


347.6 


.4 


13.3 


3.60 


.4 


430.0 


116.1 


.4 


1309.6 


353.6 


.5 


17.1 


4.63 


.5 


443.1 


119.6 


.5 


1331.9 


359.6 


.6 


21.1 


5.70 


.6 


456.3 


123.2 


.6 


1354.4 


365.7 


.7 


25.3 


6.8 


.7 


469.7 


126.8 


.7 


1377.1 


371. S 


.8 


29.6 


8.0 


.8 


483.3 


130.5 


.8 


1400.0 


378.0 


.9 


34.2 


9.2 


.9 


497.1 


134.2 


.9 


1423.1 


3Ri.2 


1.0 


38.9 • 


10.5 


6.0 


511.1 


138.0 


11.0 


1446.3 


390 5 


.1 


43.8 


11.8 


.1 


525.3 


141.8 


.1 


1469.7 


390.8 


.2 


48.9 


13.2 


.2 


539.6 


145.7 


.2 


1493.3 


403.2 


.3 


54.2 


14 6 


.3 


554.2 


149.6 


.3 


1517.1 


409.6 


.4 


59.6 


16.1 


.4 


568.9 


153.6 


.4 


1541.1 


416 1 


.5 


65.3 


17.6 


.5 


583.8 


157.6 


.5 


1565.3 


422.6 


.6 


71.1 


19.2 


.6 


598.9 


161.7 


.6 


1589.6 


429.2 


.7 


77.1 


20.8 


.7 


614.2 


165.8 


.7 


1614.2 


435.8 


.8 


83.3 


22.5 


.8 


629.6 


170.0 


.8 


1638.9 


442.5 


.9 


89.7 


24.2 


.9 


645.3 


174.2 


.9 


1663.8 


419.2 


2.0 


96.3 


26.0 


7.0 


661.1 


178.5 


12.0 


1688.9 


456.0 


.1 


103.1 


27.8 


.1 


677.1 


182.8 


.1 


1714.2 


462.8 


.2 


110.0 


29.7 


.2 


693.3 


187.2 


.2 


1739.6 


469.7 


.3 


117.1 


31.6 


.3 


709.7 


191.6 


.3 


1765.3 


476.6 


.4 


124.4 


33.6 


.4 


726.3 


196.1 


.4 


1791 . 1 


483.6 


.5 


131.9 


35.6 


.5 


743.1 


200.6 


.5 


1817.1 


490.6 


.6 


139.6 


37.7 


.6 


760.0 


205.2 


.6 


1843.3 


497 r7 


.7 


147.5 


39.8 


.7 


777.1 


209.8 


.7 


1869.7 


50t.8 


.8 


155.6 


42.0 


.8 


794.4 


214.5 


.8 


1896.3 


512.0 


.9 


163.8 


44.2 


.9 


811.9 


219.2 


.9 


1923.1 


519.2 


3.0 


172.2 


46.5 


8.0 


829.6 


221.0 


13.0 


1950.0 


526.5 


.1 


180.8 


48.8 


.1 


847.5 


228.8 


.1 


1977.1 


533.8 


.2 


189.6 


51.2 


,2 


865.6 


233.7 


.2 


2004.4 


.'»41.2 


.3 


198.6 


53.6 


.3 


883.8 


238.6 


.3 


2031.9 


548.6 


.4 


207.8 


56.1 


.4 


902.2 


213.6 


.4 


2059.6 


556.1 


.5 


217.1 


58 6 


.5 


920.8 


2-18.6 


.5 


2087.5 


563.6 


.6 


226.7 


61.2 


.6 


939.6 


253.7 


.6 


2115.6 


571.2 


.7 


236.4 


63.8 


. / 


958.6 


258.8 


.7 


2143.8 


578.8 


.8 


246.3 


66.5 


.8 


977.8 


261.0 


.8 


2172.2 


586.5 


.9 


256.4 


69.2 


.9 


997.1 


269.2 


.9 


2-200.8 


594.2 


4.0 


266.7 


72.0 


9.0 


1016.7 


274.5 


14.0 


2229.6 


602.0 


.1 


277.1 


74.8 


.1 


1036.4 


279.8 


.1 


2258.6 


609. S 


.2 


287 . 8 


77.7 


2 


1056.3 


285.2 


.2 


2287.8 


617.7 


.3 


298.6 


HO. 6 


.3 


1076.4 


290.6 


.3 


2317.1 


625.6 


.1 


309.6 


83.6 


.4 


1096.7 


206.1 


.4 


2346 7 


6.33.6 


.r> 


320.8 


86.6 


.5 


1117.1 


301.6 


.5 


2376.4 


641.6 


.6 


332.2 


89.7 


.6 


1137.8 


307.2 


.6 


2406.3 


&19.7 




343.8 


92.8 


.7 


1158.6 


312.8 


.7 


2436.4 


657.8 


.8 


355.6 


90.0 


.8 


1179.6 


318.5 


.8 


2466.7 


666.0 


.9 


367.5 


99.2 


.9 


1200.8 


32t.2 


.9 


2497.1 


674.2 


5.0 


379.6 


1(VJ.5 


10.0 


1222.2 


3.10.0 


15.0 


2.'S27.8 


682.5 



CUBIC CONTISNTS OF LEVEE EMBANKMENTS 



135 



TABLE VII 



Side Slopes 2 : 1 and 3 : 1 
Crown 7 Feet 



V«|inl 
Bekht 
bfeet 


GnbiD 
7de.Fv 
lOOfert 


8a.Pt 
iaCroa 
Seetioo 


Verticil 
infeei 


Cubic 
Yd8.Pbr 
100 feet 


8a.Pt 
inCraei 
Seetion 


Vertieal 
Hekht 
inlMt 


Cable 

Yd8.IV 

100 feet 


8a.Pt 
inCitMi 
SedJon 


15.1 


2502.7 


675.7 


20.1 


4261.9 


1150.7 


25.1 


6484.2 


1750.7 


.2 


2533.3 


684.0 


.2 


4301.9 


1161.5 


. .2 


6533.3 


1764.0 


.3 


2564.2 


692.3 


.3 


4341.9 


1172.3 


.3 


6582.7 


1777.3 


.4 


2595.2 


700.7 


.4 


4382.2 


1183.2 


.4 


6632.2 


1790.7 


.5 


2626.4 


709.1 


.5 


4422.7 


1194.1 


.5 


6681.9 


1804.1 


.6 


2657.8 


717.6 


.6 


4463.3 


1205.1 


.6 


6731.9 


1817.6 


.7 


2680.4 


726.1 


.7 


4504.2 


1216.1 


.7 


6781.9 


1831.1 


.8 


2721.1 


734,7 


.8 


4545.2 


1227.2 


.8 


6832.2 


1814.7 


.9 


2753.1 


743.3 


.9 


4586.4 


1238.3 


.9 


6882.7 


1858.3 


16. 


2785.2 


752.0 


21.0 


4627.8 


1249.5 


26.0 


6933.3 


1872.0 


.1 


2817.5 


760.7 


.1 


4669.4 


1260.7 


.1 


6984.2 


1885.7 


.2 


2850.0 


769.5 


.2 


4711.1 


1272.0 


.2 


7035.2 


1899.5 


.3 


2882.7 


778.3 


.3 


4753.1 


1283.3 


.3 


7086.4 


1913.3 


.4 


2915.6 


787.2 


.4 


4795.2 


1294.7 


.4 


7137.8 


1927.2 


.5 


2948.6 


796.1 


.5 


4837.5 


1306.1 


.5 


7189.4 


1941.1 


.6 


2981.9 


805.1 


.6 


4880.0 


1317.6 


.6 


7241.1 


1955.1 


-7 


3015.3 


814.1 


.7 


4922.7 


1329.1 


.7 


7293.1 


1969.1 


.8 


3048.9 


823.2 


.8 


4965.6 


1340.7 


.8 


7345.2 


1983.2 


.9 


3082.7 


832.3 


.9 


5008.6 


1352.3 


.9 


7397.5 


1997.3 


J7.0 


3116.7 


841.5 


22.0 


5051.9 


1364.0 


27.0 


7450.0 


2011.5 


.1 


3150.8 


850.7 


.1 


5095.3 


1375.7 


.1 


7502.7 


2025.7 


-2 


3185.2 


860.0 


.2 


5138.9 


1387.5 


.2 


7555.6 


2040.0 


.3 


3219.7 


869.3 


.3 


5182.7 


1399.3 


.3 


7608.6 


2054.3 


-4 


3254.4 


878.7 


.4 


5226.7 


1411.2 


.4 


7661.9 


2068.7 


.5 


3289.4 


888.1 


.5 


5270.8 


1123.1 


.5 


7715.3 


2083.1 


• Q 


3324.4 


897.6 


.6 


5315.2 


1435.1 


.6 


7768.9 


2097.6 


.7 


3359.7 


907.1 


.7 


53.59.7 


1447.1 


.7 


7822.7 


2112.1 


• 9 


3395.2 


916.7 


.8 


5404.4 


1459.2 


.8 


7876.7 


2126.7 




3430.8 


926.3 


.9 


.5449.4 


1471.3 


.9 


7930.8 


2141.3 


3466.7 


936.0 


23.0 


5-494.4 


1483.5 


28.0 


7985.2 


2156.0 


- I 


3502.7 


945.7 


.1 


5539.7 


1495.7 


.1 


8039,7 


2170.7 


.:i 


3538.9 


955.5 


.2 


5585.2 


1508.0 


.2 


8094.4 


2185.5 


• a 


3575.3 


965.3 


.3 


5630.8 


1520.3 


.3 


8149.4 


2200.3 


-4 


3611.9 


975.2 


.4 


5676.7 


1532.7 


.4 


8204.4 


2215.2 


-s 


3648.6 


985.1 


.5 


5722.7 


1545.1 


.5 


8259.7 


2230.1 


-B 


3685.6 


995.1 


.6 


5768.9 


1.5.57.6 


.6 


8315.2 


2215.1 


-7 


3722.7 


1005.1 


.7 


5815.3 


1.570.1 


.7 


K.370.8 


2200.1 


-a 


3760.0 


1015.2 


.8 


5861.9 


1582.7 


.8 


8126.7 


2275 2 


^:^ 


3797.5 


1025.3 


.9 


5908.6 


1595.3 


.9 


8182.7 


2290.3 


3835.2 


1035.5 


24.0 


5955.6 


1008.0 


29.0 


8538.9 


'2.305.5 


* 1 


3873.1 


1045.7 


.1 


6002.7 


1620.7 


.1 


8.595.3 


2320.7 


.:i 


3911.1 


1056.0 


.2 


6050.0 


1633.5 


.2 


8651.9 


2336.0 


.3 


3949.4 


1066.3 


.3 


6097.5 


1616.3 


.3 


8708.0 


2351.3 


--* 


3987.8 


1076.7 


.4 


6 14,'). 2 


16.50.2 


.4 


8765.6 


23fi6 . 7 


.5 


4026.4 


1087.1 


.5 


6193.1 


1672.1 


.5 


8822.7 


2.382.1 


-B 


4065.2 


1097.6 


.6 


62U.1 


1685.1 


.6 


8880.0 


2397.0 


.7 


4104.2 


1108.1 


.7 


6281). 4 


1698.1 


.7 


8937.5 


2113.1 


>a 


4143.3 


1118.7 


.8 


6337.8 


1711.2 


.8 


8995.2 


2128.7 




4182.7 


1129.3 


.9 


6386.4 


1724.3 


.9 


9053 . 1 


2441.3 


4222.2 


1140.0 


25.0 


6i.V>.2 


1737.5 


30.0 


9111.1 


2160.0 



136 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



TABLE VII 



Side Slopes 2 : 1 and 3 : 1 
Crown 8 Feet 



Vertical 
Height 
in feet 


Cubic 
Yds. Per 
100 feet 


So. Ft. 
io Cross 
Section 


Vertical 
Heicht 
in feet 


Cubic 
Yds. Per 
100 feet 


Sq.Ft. 
ioCroas 
Sfrtion 


Vertical 
Hoght 
in feet 


Cubie 
YdkF^r 
100 feet 


8q.FL 
iaOraa 
Section 


0.1 


3.06 


0.83 


5.1 


391.9 


105.8 


10.1 


1243.8 


:»5.8 


.2 


6.30 


1.70 


.2 


401.4 


109.2 


.2 


1265.6 


341.7 


.3 


9.7 


2.63 


.3 


417.1 


112.6 


.3 


1287.5 


347.6 


.4 


13.3 


3.60 


.4 


430.0 


116.1 


.4 


1309.6 


353.6 


.5 


17.1 


4.63 


.5 


443.1 


119.6 


.5 


1331.9 


359.6 


.6 


21.1 


5.70 


.6 


456.3 


123.2 


.6 


1354.4 


365.7 


.7 


25.3 


6.8 


.7 


469.7 


126.8 


.7 


1377.1 


371. S 


.8 


29.6 


8.0 


.8 


483.3 


130.5 


.8 


1400.0 


.378.0 


.9 


34.2 


9.2 


.9 


497.1 


134.2 


.9 


1423.1 


384.2 


1.0 


38.9 • 


10.5 


6.0 


511.1 


138.0 


11.0 


1446.3 


390.5 


.1 


43.8 


11.8 


.1 


525.3 


141.8 


.1 


1469.7 


396.8 


.2 


48.9 


13.2 


.2 


539.6 


145.7 


.2 


1493.3 


403.2 


.3 


54.2 


14 6 


.3 


554.2 


149.6 


.3 


1517.1 


409.6 


.4 


59.6 


16.1 


.4 


568.9 


153.6 


.4 


1541.1 


416 1 


.5 


65.3 


17.6 


.5 


583.8 


157.6 


.5 


1565.3 


422 .'6 


.6 


71.1 


19.2 


.6 


598.9 


161.7 


.6 


1589.6 


429.2 


.7 


77.1 


20.8 


.7 


614.2 


165.8 


.7 


1614.2 


4.35.8 


.8 


83.3 


22.5 


.8 


629.6 


170.0 


.8 


1638.9 


442.5 


.9 


89.7 


24.2 


.9 


645.3 


174.2 


.9 


1663.8 


449.2 


2.0 


96.3 


26.0 


7.0 


661.1 


178.5 


12.0 


1688.9 


456.0 


.1 


103.1 


27.8 


.1 


677.1 


182.8 


.1 


1714.2 


462.8 


.2 


110.0 


29.7 


.2 


693.3 


187.2 


.2 


1739.6 


469.7 


.3 


117.1 


31.6 


.3 


709.7 


191.6 


.3 


1765.3 


476.6 


.4 


124.4 


33.6 


.4 


726.3 


196.1 


.4 


1791.1 


483.6 


.5 


131.9 


35.6 


.5 


743.1 


200.6 


.5 


1817.1 


490.6 


.6 


139.6 


37.7 


.6 


760.0 


205.2 


.6 


1843.3 


497 r7 


.7 


147.5 


39.8 


.7 


777.1 


209.8 


.7 


1869.7 


504.8 


.8 


155.6 


42.0 


.8 


794.4 


214.5 


.8 


1896.3 


512.0 


.9 


163.8 


4-1.2 


.9 


811.9 


219.2 


.9 


1923.1 


519.2 


3.0 


172.2 


46.5 


8.0 


829.6 


224.0 


13.0 


1950.0 


526.5 


.1 


180.8 


48.8 


.1 


847.5 


228.8 


.1 


1977.1 


533.8 


.2 


189.6 


51.2 


.2 


865.6 


233.7 


.2 


2004.4 


541.2 


.3 


198.6 


53.6 


.3 


883.8 


238.6 


.3 


2031.9 


548.6 


.4 


207.8 


56.1 


.4 


902.2 


243.6 


.4 


2059.6 


556.1 


.5 


217.1 


58 6 


.5 


920.8 


248.6 


.5 


2087.5 


563.6 


.6 


226.7 


61.2 


.6 


939.6 


253.7 


.6 


2115.6 


571.2 


.7 


236.4 


63.8 


.7 


958.6 


258.8 


.7 


2143.8 


578.8 


.8 


246.3 


66.5 


.8 


977.8 


264.0 


.8 


2172.2 


586.5 


.9 


256.4 


69.2 


.9 


997.1 


269.2 


.9 


2200.8 


594.2 


4.0 


266.7 


72.0 


9.0 


1016.7 


274.5 


14.0 


2229.6 


602.0 


.1 


277.1 


74.8 


.1 


1036.4 


279.8 


.1 


2258.6 


609.8 


.2 


287.8 


77.7 


.2 


1056.3 


285.2 


.2 


2287.8 


617.7 


.3 


298.6 


80.6 


.3 


1076.4 


290.6 


.3 


2317.1 


625.6 


.4 


309.6 


83.6 


.4 


1096.7 


296.1 


.4 


2346 7 


633.6 


.5 


320.8 


86.6 


.5 


1117.1 


301.6 


.5 


2376.4 


641.6 


.6 


332.2 


89.7 


.6 


1137.8 


307.2 


.6 


2406.3 


649.7 


.7 


313.8 


92.8 


.7 


1158.6 


312.8 


.7 


2436.4 


657.8 


.8 


355.6 


96.0 


.8 


1179.6 


318.5 


.8 


2466.7 


666.0 


.9 


367.5 


99.2 


.9 


1200.8 


324.2 


.9 


2497.1 


674.2 


5.0 


379 . 6 


102.5 


10.0 


1222.2 


3.30.0 


15.0 


2527.8 


682.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



137 







TABLE VII 


Side Slopes 2 : 1 and 3 : 


1 










Crown 8 Feet 








VwtiQia 

Hfliiht 
mfaci 


Cubio 
Yd8.Pbr 
100 feet 


So. Ft. 
mCroM 
SeetioD 


Vertka] 
Hekht 
infect 


Cubic 
Y(U.Per 
100 feet 


So. Ft 
inCroM 
Section 


Vertied 
in leot 


Cubie 
Ydi.IVr 
100 feet 


Sq.Ft 

inCroM 

Section 


15.1 


2558.6 


690.8 


20.1 


4336.4 


1170.8 


25.1 


6577.1 


1775. S 


.2 


2589.6 


699.2 


.2 


4376.7 


1181 7 


.2 


6626.7 


1789.2 


.3 


2620.8 


707.6 


.3 


4417.1 


1192.6 


.3 


6676.4 


1802.6 


.4 


2652.2 


716.1 


.4 


4457.8 


1203.6 


.4 


6726.3 


1816.1 


.5 


2683.8 


724.6 


.5 


4198.6 


1214.6 


.5 


6776.4 


1829.6 


.6 


2715.6 


733.2 


.6 


4539.6 


1225.7 


.6 


6826.7 


1843.2 


.7 


2747.5 


741.8 


.7 


4580.8 


1236.8 


.7 


6877.1 


1856.8 


.8 


2779.6 


750.5 


.8 


4622.2 


1248.0 


.8 


6927.8 


1870.5 


.9 


2811.9 


759.2 


.9 


4663.8 


1259.2 


.9 


6978.6 


1&S4.2 


16.0 


2844.4 


768.0 


21.0 


4705.6 


1270.5 


26.0 


7029.6 


1898.0 


.1 


2877.1 


776.8 


.1 


4747.5 


1281.8 


.1 


7080.8 


1911.8 


.2 


2910.0 


785.7 


.2 


4789.6 


1293.2 


.2 


7132.2 


1925.7 


.3 


2943.1 


794.6 


.3 


4831.9 


1304.6 


.3 


7183.8 


1939.6 


.4 


2976.3 


803.6 


.4 


4874.4 


1316.1 


.4 


T235.6 


1953.6 


.5 


3009.7 


812.6 


.5 


4917.1 


1327.6 


.5 


7287.5 


1967.6 


.6 


3043.3 


821.7 


.6 


4960.0 


1339.2 


.6 


7339.6 


198|.7 


.7 


3077.1 


830.8 


.7 


5003.1 


1350.8 


.7 


7391.9 


1995.8 


.8 


3111.1 


840.0 


.8 


5046.3 


1362.5 


.8 


7444.4 


2010.0 


.9 


3145.3 


849.2 


.9 


5089.7 


1374.2 


.9 


7497.1 


2024 2 


17.0 


3179.6 


858.5 


22.0 


5133.3 


1386.0 


27.0 


7550.0 


2038.5 


.1 


3214.2 


867.8 


.1 


5177.1 


1397.8 


.1 


7603.1 


2052.8 


.2 


3248.9 


877.2 


.2 


5221.1 


1409.7 


.2 


7656.3 


2067.2 


.3 


3283.8 


886.6 


.3 


5265.3 


1421. 6 


.3 


7709.7 


2081.6 


.4 


3318.9 


896.1 


.4 


5309.6 


1433.6 


.4 


776.3.3 


2090 . 1 


.5 


3354.2 


905.6 


.5 


5354.2 


1445.6 


.5 


7817.1 


2110.6 


.6 


3389.6 


915.2 


A 


5398.9 


1457.7 


.6 


7871 . 1 


2125.2 


.7 


3425.3 


921.8 


.7 


5-143.8 


1469.8 


.7 


7925.3 


2139 8 


.8 


3461.1 


931.5 


.8 


5488.9 


1482.0 


.8 


7979.6 


21M.5 


.9 


3497.1 


941.2 


.9 


5534 2 


1494.2 


.9 


8031.2 


2169.2 


18.0 


3533.3 


954.0 


23.0 


5579.6 


1506.5 


28.0 


8088.9 


2181.0 


.1 


3569.7 


963 8 


.1 


56Z).3 


1518.8 


.1 


8143.8 


2198 8 


.2 


3606.3 


973.7 


.2 


5671.1 


1531.2 


.2 


8198.9 


2213.7 


.3 


3643.1 


983.6 


.3 


5717.1 


1543.6 


.3 


82,54.2 


2228.6 


.4 


3680.0 


993.6 


.4 


5763 3 


1556.1 


.4 


8309.6 


2213.6 


.5 


3717.1 


1003.6 


.5 


5809.7 


1568.6 


.5 


8365.3 


22.58.6 


.6 


3754.4 


1013.7 


.6 


5856.3 


1581.2 


.6 


8421 . 1 


2273.7 


.7 


3791.9 


1023.8 


.7 


5903.1 


1593.8 


.7 


8477.1 


2288.8 


.8 


3829.6 


1034.0 


.8 


5950.0 


1606.5 


.8 


8.533.3 


23O1.0 


.9 


3867,5 


1044.2 


.9 


5997.1 


1619.2 


.9 


8589.7 


2319.2 


19.0 


3905.6 


1054.5 


24.0 


6044.4 


1632.0 


29.0 


8616.3 


2334.5 


.1 


3943.8 


lO&l.S 


.1 


6091.9 


16-14.8 


.1 


8703.1 


2349.8 


.2 


3982.2 


1075.2 


.2 


6139.6 


1657.7 


.2 


8760.0 


•2.365.2 


.3 


4020.8 


1085.6 


.3 


6187.5 


1670.6 


.3 


8817.1 


2380.6 


.4 


4059.6 


1096.1 


.4 


6235.6 


1683.6 


.4 


8874.4 


2396.1 


.5 


4098.6 


1106.6 


.5 


6283.8 


iri'.J6.6 


.5 


8931.9 


'2411.6 


.6 


4137.8 


1117.2 


.6 


6332.2 


1709.7 


.6 


8989.6 


2427.2 


.7 


4177.1 


1127.8 


.7 


6380.8 


1722.8 


.7 


9017.5 


2142.8 


.8 


4216.7 


1138.5 


.8 


6.129.6 


1736.0 


.8 


9105.6 


2158.5 


.9 


4256.4 


1149.2 


.9 


6178.6 


1749.2 


.9 


9163.8 


2474.2 


20. 


4296.3 


1160.0 


25.0 


6527.8 


1762.5 


30.0 


9222.2 


2190.0 



138 



CUBIC CONTEXTS OF LEVEE EllBAKKMEKTB 



TABLE VII 



Side Slopes 2 : 1 and 3 : 1 
Crown 9 Feet 



V«tinl 
Utet 


OlbM 

Ydb.IW 
100 ImC 


1 S^ 

SeRlOB 


Vertittl 
Hc«bt 
in fed 


Cable 
Ydb.iV 

100 feet 


Sq.Fl. 

iaCrai 

8«eliaB 


S5f 


Ydb.Bv 
lOOfcat 


8a.Pl 

■ OWMl 

i 


1 
1 


3 43 


0.93 


5.1 


410.8 


110.9 


10.1 


1281.2 


345.9 


.2 


7.04 


1.90 


.2 


423.7 


114.4 


.2 


1303.3 


351.9 


.3 


10.8 


2.93 


.3 


436 8 


117.9 


.3 


1325.6 


357.9 


.4 


14.8 


4.00 


.4 


450.0 


121.5 


.4 


1348.1 


3&4.0 


.5 


19.0 


5.13 


.5 


463.4 


125.1 


.5 


1370.8 


370-1 


.6 


23.3 


6.3 


.6 


477.0 


128.8 


.6 


1393.7 


376 3 


.7 


27.9 


7.5 


.7 


490.8 


132.5 


.7 


1416.8 


382.5 


.8 


32.6 


8.8 


.8 


504.8 


136.3 


.8 


1440.0 


388.8 


.9 


37.5 


10.1 


.9 


519.0 


140.1 


.9 


1463.4 


395.1 


1.0 


42.6 


11.5 


6.0 


533.3 


144.0 


11.0 


1487.0 


401 5 


.1 


47.9 


12.9 


.1 


547.9 


147.9 


.1 


1510.8 


407.9 


.2 


53.3 


14.4 


.2 


562.6 


151.9 


.2 


1534.8 


414 4 


.3 


59.0 


15.9 


.3 


577.5 


155.9 


.3 


1559.0 


420.9 


.4 


64.8 


17.5 


.4 


592.6 


160.0 


.4 


1583.3 


427.5 


.5 


70.8 


19.1 


.5 


607.9 


164.1 


.5 


1607.9 


434.1 


.6 


77.0 


20.8 


.6 


623.3 


168.3 


.6 


1632.6 


440.8 


.7 


83.4 


22.5 


.7 


639.0 


172.5 


.7 


1657.5 


447.5 


.8 


90.0 


24.3 


.8 


654.8 


176.8 


.8 


1682.6 


454.3 


.9 


96.8 


26.1 


.9 


670.8 


181.1 


.9 


1707.9 


461.1 


2.0 


103.7 


28.0 


7.0 


687.0 


185.5 


12.0 


1733.3 


468.0 


.1 


110.8 


29.9 


.1 


703.4 


189.9 


.1 


1759.0 


474.9 


.2 


118.1 


31.9 


.2 


720.0 


194.4 


.2 


1784.8 


481.9 


.3 


125.6 


33.9 


.3 


736.8 


198.9 


.3 


1810.8 


488.9 


.4 


133.3 


36.0 


.4 


753.7 


203.5 


.4 


1837.0 


496.0 


.5 


141.2 


38.1 


.5 


770.8 


208.1 


.5 


1863.4 


503.1 


.6 


149.3 


40.3 


.6 


788.1 


212.8 


.6 


1890.0 


510.3 


.7 


157.5 


42.5 


.7 


805.6 


217.5 


.7 


1916.8 


517.5 


.8 


163.9 


44.8 


.8 


823.3 


222.3 


.8 


1943.7 


524.8 


.9 


174.5 


47.1 


.9 


841.2 


227.1 


.9 


1970.8 


.532.1 


3.0 


183.3 


49.5 


8.0 


859.3 


232.0 


13.0 


1998.1 


539.5 


.1 


192.3 


51.9 


.1 


877.5 


236.9 


.1 


2025.6 


546.9 


.2 


201.5 


54.4 


.2 


895.9 


241.9 


.2 


2053.3 


554.4 


.3 


210.8 


56.9 


.3 


914.5 


246.9 


.3 


2081.2 


561.9 


.4 


220.4 


59.5 


.4 


933.3 


252.0 


.4 


2109.3 


569.5 


.5 


230.1 


62.1 


.5 


952.3 


257.1 


.5 


2137.5 


577.1 


.6 


240 


64.8 


.6 


971.5 


262.3 


.6 


2165.9 


584.8 


.7 


250.1 


67.5 


.7 


990.8 


267.5 


.7 


2194.5 


592.5 


.8 


260.4 


70.3 


.8 


1010.4 


272.8 


.8 


2223.3 


600.3 


.9 


270.8 


73.1 


.9 


1030.1 


278.1 


.9 


2252.3 


608.1 


4.0 


281.5 


76.0 


9.0 


1050.0 


283.5 


14.0 


2281.5 


616.0 


.1 


202.3 


78.9 


.1 


1070.1 


288.9 


.1 


2310.8 


623.9 


.2 


303.3 


81.9 


.2 


1090.4 


294.4 


.2 


2340.4 


631.9 


.3 


314.5 


84.9 


.3 


1110.8 


299.9 


.3 


2370.1 


639.9 


.4 


325.9 


88.0 


.4 


1131.5 


305.5 


.4 


2400.0 


648.0 


.5 


337.5 


91.1 


.5 


1152.3 


311.1 


.5 


2430.1 


656.1 


.6 


319. 3 


91.3 


.6 


1173.3 


316.8 * 


.6 


2460.4 


664.3. 


.7 


361.2 


97.5 


.7 


1194.5 


322.5 


.7 


; 2490.8 


672. &. 


.8 


373.3 


100.8 


.8 


1215.9 


328.3 


.8 


' 2521.5 


680.^ 


.9 


385 . 6 


104.1 


.9 


1237.5 


334.1 


.9 


2552.3 


689.x 


5.0 


398.1 


107.5 


10.0 


1259.3 


340.0 


15.0 


2583.3 


697.^1 



OUBIO OONTJBNTS OJf LEVEE EMBANKMENTS 



139 



TABLE VII Side Slopes 2 : 1 and 3 

Crown 9 Feet 



Vtrliflal 
Hdght 


Cubk 

Yd8.IV 


8a.Ft. 
inCroa 


Vartiaal 
Height 


Cubie 

Yd8.P» 


8q.Pt 
inCroai 


Vertieal 
£kht 
infaet 


Cubie 
Ydi.IV 


8a.Pt. 
iaCroai 


in feet 


lOOiaet 


Seeikm 


in feet 


100 feet 


Seetion 


100 feet 


Seetion 


15.1 


2614.5 


705.9 


20.1 


4410.8 


1190.9 


25.1 


6670.1 


1800.9 


.2 


2645.9 


714.4 


.2. 


4451.5 


1201.9 


.2 


6720.0 


1814.4 


.3 


2677.5 


722.9 


.3 


4492.3 


1212.9 


.3 


6770.1 


1827.9 


.4 


2709.3 


731.5 


.4 


4533.3 


1224.0 


.4 


6820.4 


1841.5 


.5 


2741.2 


740.1 


.5 


4574.5 


1235.1 


.5 


6870.8 


1855.1 


.6 


2773.3 


748.8 


.6 


4615.9 


1246.3 


.6 


6921.5 


1868.8 


.7 


2805.6 


757.5 


.7 


4657.5 


1257.5 


.7 


6972.3 


1882.5 


.8 


2838.1 


766.3 


.8 


4699.3 


1268.8 


.8 


7023.3 


1896.3 


.9 


2870.8 


775.1 


.9 


4741.2 


1280.1 


.9 


7074.5 


1910.1 


16.0 


2903.7 


784.0 


21.0 


4783.3 


1291.5 


26.0 


7125.9 


1924.0 


.1 


2936.8 


792.9 


.1 


4825.6 


1302.9 


.1 


7177.5 


1937.9 


.2 


2970.0 


801.9 


.2 


4868.1 


1314.4 


.2 


7229.3 


1951.9 


.3 


3003.4 


810.9 


.3 


4910.8 


1325.9 


.3 


7281.2 


1965.9 


.4 


3037.0 


820.0 


.4 


4953.7 


1337.5 


.4 


7333.3 


1980.0 


.5 


3070.8 


829.1 


.5 


4996.8 


1349.1 


.5 


7385.6 


1994.1 


.6 


3104.8 


838.3 


.6 


5040.0 


1360.8 


.6 


7438.1 


2008.3 


.7 


3139.0 


847.5 


.7 


5083.4 


1372.5 


.7 


7490.8 


2022.5 


.8 


3173,3 


856.8 


.8 


5127.0 


1384.3 


.8 


7543.7 


2036.8 


.9 


3207.9 


866.1 


.9 


5170.8 


1396.1 


.9 


7596.8 


2051.1 


17.0 


3242.6 


875.5 


22.0 


5214.8 


1408.0 


27.0 


7650.0 


2065.5 


.1 


3277.5 


884.9 


.1 


5259.0 


1419.9 


.1 


7703.4 


2079.9 


.2 


3312.6 


894.4 


.2 


5303.3 


1431.9 


.2 


7757.0 


2094.4 


.3 


3347.9 


903.9 


.3 


5347.9 


1443.9 


.3 


7810.8 


2108.9 


.4 


3383.3 


913.5 


.4 


5392.6 


1456.0 


.4 


7864.8 


2123.5 


.5 


3419.0 


923.1 


.5 


5437.5 


1468.1 


.5 


7919.0 


2138.1 


.6 


3454.8 


932.8 


.6 


5182.6 


1480.3 


.6 


7973.3 


2152.8 


.7 


3490.8 


942.5 


.7 


5527.9 


1492.5 


.7 


8027.9 


2167.5 


.8 


3527.0 


952.3 


.8 


5573.3 


1504.8 


.8 


8082.6 


2182.3 


.9 


3563.4 


962.1 


.9 


5619.0 


1517.1 


.9 


8137.5 


2197.1 


18.0 


3600.0 


972.0 


23.0 


5664.8 


1529.5 


28.0 


8192.6 


2212.0 


.1 


3636 .£ 


981.9 


.1 


5710.8 


1541.9 


.1 


8247.9 


2226.9 


.2 


3673.7 


991.9 


.2 


5757.0 


1554.4 


.2 


8303.3 


2241.9 


.3 


3710.8 


1001.9 


.3 


5803.4 


1566.9 


.3 


8359.0 


2256.9 


.4 


3748.1 


1012.0 


.4 


5850.0 


1579.5 


.4 


8414.8 


2272.0 


.5 


3785.6 


1022.1 


.5 


5896.8 


1592.1 


.5 


8470.8 


2287.1 


.6 


3823.3 


1032.3 


.6 


5943.7 


1604.8 


.6 


8527.0 


2302.3 


.7 


3861.2 


1042.5 


.7 


5990.8 


1617.5 


.7 


8583.4 


2317.5 


.8 


3899.3 


1052.8 


.8 


6038.1 


1630.3 


.8 


8640.0 


2332.8 


.9 


3937.5 


1063.1 


.9 


6085.6 


1643.1 


.9 


8696.8 


2348.1 


19. 


3975.9 


1073.5 


24.0 


6133.3 


1656.0 


29.0 


8753.7 


2363.5 


.1 


4014.5 


1083.9 


.1 


6181.2 


1668.9 


.1 


8810.8 


2378.9 


.2 


4053.3 


1094.4 


.2 


6229.3 


1681.9 


.2 


8868.1 


2394.4 


.3 


4092.3 


1104.9 


.3 


6277.5 


1694.9 


.3 


8925.6 


2409.9 


.4 


4131.5 


1115.5 


.4 


6325.9 


1708.0 


.4 


8983.3 


2425.5 


-5 


4170.8 


1126.1 


.5 


6374.5 


1721.1 


.5 


9041.2 


2441.1 


.6 


4210.4 


1136.8 


.6 


6423.3 


1734.3 


.6 


9099.3 


2456.8 


.7 


4250.1 


1147.5 


.7 


6472.3 


1747.5 


.7 


9157.5 


2472.5 


.« 


4290.0 


1158.3 


.8 


6521.5 


1760.8 


.8 


9215.9 


2488.3 


.9 


4330.1 


1169.1 


.9 


6570.8 


1774.1 


.9 


9274.5 


2504.1 


20.0 


4370.4 


1180.0 


25.0 


6620.4 


1787.5 


30.0 


9333.3 


2520.0 



140 



CUBIC CONTEXTS OF LEVEE EMBANKMENTS 







TABLE VII 


Side Slopes 2 : 1 


and 3 : 


1 










Crown 10 


Feet 








Vntical 
Heisht 
infect 


Cubio 
Yds. Per 
lOOfoet 


Sq.Ft. 

inCraii 

Section 


Vertk&l 
Height 
in feet 


Cubic 

Ydfl. Per 

100 feet 


Sq.Ft. 
inCroes 
Section 


Vertical 
Hdsfat 
in feet 


Cubie 

Yds. Per 

100 feet 


Sq.Ft. 
inCrHB 

SeetiM 


0.1 


3.80 


1.03 


5.1 


429.7 


116.0 


10.1 


1318.6 


356.0 


.2 


7.78 


2.10 


.2 


443.0 


119.6 


.2 


1341.1 


362.1 


.3 


11.9 


3.23 


.3 


456.4 


123.2 


.3 


1363.8 


368.2 


.4 


16.3 


4.40 


.4 


470.0 


126.9 


.4 


1386.7 


374.4 


.5 


20.8 


5.63 


.5 


483.8 


130.6 


.5 


1409.7 


380 6 


.6 


25.6 


6.9 


.6 


497.8 


134.4 


.6 


1433.0 


386.9 


.7 


30.5 


8.2 


.7 


511.9 


138.2 


.7 


1456.4 


393.2 


.8 


35.6 


9.6 


.8 


526.3 


142.1 


.8 


1480.0 


399.6 


.9 


40.8 


11.0 


.9 


540.8 


146.0 


.9 


1503.8 


406.0 


1.0 


46.3 


12.5 


6.0 


555.6 


150.0 


11.0 


1527.8 


412.5 


.1 


51.9 


14.0 


.1 


570.5 


154.0 


.1 


1551.9 


419.0 


.2 


57.8 


15.6 


.2 


585.6- 


158.1 


.2 


1576.3 


425.6 


.3 


63.8 


17.2 


.3 


600.8 


162.2 


.3 


1600.8 


432.2 


.4 


70.0 


18.9 


.4 


616.3 


166.4 


.4 


1625.6 


438.9 


.5 


76.4 


20.6 


.5 


631.9 


170.6 


.5 


1650.5 


445.6 


.6 


83.0 


22.4 


.6 


647.8 


174.9 


.6 


1675.6 


452.4 


.7 


89.7 


24.2 


.7 


663.8 


179.2 


.7 


1700.8 


459.2 


.8 


96.7 


26.1 


.8 


680.0 


183.6 


.8 


1726.3 


466.1 


.9 


103.8 


28.0 


.9 


696.4 


188.0 


.9 


1751.9 


473.0 


2.0 


111.1 


30.0 


7.0 


713.0 


192.5 


12.0 


1777.8 


480.0 


.1 


118.6 


32.0 


.1 


729.7 


197.0 


.1 


1803.8 


487.0 


.2 


126.3 


34.1 


.2 


746.7 


201.6 


.2 


1830.0 


494.1 


.3 


134.2 


36.2 


.3 


763.8 


206.2 


.3 


1856.4 


501.2 


.4 


142.2 


38.4 


.4 


781.1 


210.9 


.4 


1883.0 


508.4 


.5 


150.5 


40.6 


.5 


798.6 


215.6 


' .5 


1909.7 


515.6 


.6 


158.9 


42.9 


.6 


816.3 


220.4 


.6 


1936.7 


522.9 


.7 


167.5 


45.2 


.7 


834.2 


225.2 


.7 


1963.8 


530.2 


.8 


176.3 


47.6 


.8 


852.2 


230.1 


.8 


1991.1 


537.6 


.9 


185.3 


50.0 


.9 


870.5 


235.0 


.9 


2018.6 


545.0 


3.0 


194.4 


52.5 


8.0 


888.9 


240.0 


13.0 


2046.3 


552.5 


.1 


203.8 


55.0 


.1 


907.5 


245.0 ' 


.1 


2074.2 


560.0 


.2 


213.3 


57.6 


.2 


926.3 


250.1 


.2 


2102.2 


567.6 


.3 


223.1 


60.2 


.3 


945.3 


255.2 


.3 


2130.5 


575.2 


.4 


233.0 


62.9 


.4 


964.4 


260.4 


.4 


2158.9 


.582.9 


.5 


243.1 


65.6 


.5 


983.8 


265.6 


.5 


2187.5 


590.6 


.6 


253.3 


68.4 


.6 


1003.3 


270.9 


.6 


2216.3 


598.4 


.7 


263.8 


71.2 


.7 


1023.1 


276.2 


.7 


2245.3 


606.2 


.8 


274.4 


74.1 


.8 


1043.0 


281.6 


.8 


2274.4 


614.1 


.9 


285.3 


77.0 


.9 


1063.1 


287.0 


.9 


2303.8 


. 622.0 


4.0 


296.3 


80.0 


9.0 


1083.3 


292.5 


14.0 


2333.3 


630.0 


.1 


307.5 


83.0 


.1 


lia3.8 


298.0 


.1 


2363.1 


638.0 


.2 


318.9 


86.1 


.2 


1124.4 


303.6 


.2 


2393.0 


646.1 


.3 


330.5 


89.2 


.3 


1145.3 


309.2 


.3 


2423.1 


654.2 


.4 


312.2 


92.4 


.4 


1166.3 


314.9 


.4 


2453.3 


662.4 


.5 


354.2 


95.6 


.5 


1187.5 


320.6 


.5 


2483.8 


670.6 


.6 


366.3 


98.9 


.6 


1208.9 


326.4 


.6 


2514.4 


678.9 


.7 


378.6 


102.2 


.7 


1230.5 


332.2 


.7 


2545.3 


687.2 


.8 


391.1 


105.6 


.8 


1252.2 


338.1 


.8 


2576.3 


695.6 


.9 


403.8 


109.0 


.9 


1274.2 


.344.0 


.9 


2607.5 


704.0 


r>.o 


416.7 


112.5 


10.0 


1296.3 


350.0 


15.0 


2638.9 


712.5 



CUBIC CONTENTS OF LEVEE EMBANKMENTS 



141 



TABLE VII Side Slopes 2 : 1 and 3 : 1 

Crown 10 Feet 





Cubie 


So. Ft 
inCroH 


Vertieal 


Cubic 


Sq.Ft. 


Vertioel 


Cubic 


Sq. Ft. 


HeiKLt 


Ycb.IVr 


Height 


Yds. Per 


inCron 


Height 


Yd8.Ptor 


in Crosi 


iBf«et 


100 feet 


Sectton 


in feet 


100 feet 


Seetioii 


in feet 


100 feet 


Section 


13.1 


2670.5 


721.0 


20.1 


4485.3 


1211.0 


25.1 


6763.1 


1826.0 


.2 


2702.2 


729.6 


.2 


4526.3 


1222.1 


2 


j 6813.3 


1839.6 


.3 


2734.2 


7.38.2 


.3 


4.567.5 


1233.2 


.3 


6863.8 


1853.2 


.4 


2766.3 


746.9 


.4 


4608.9 


1214.4 


.4 


6914.4 


1866.9 


.5 


2798.6 


755.6 


.5 


4650.5 


1255.6 


.5 


6965.3 


1880.6 


.6 


2831.1 


764.4 


.6 


4692.2 


1266.9 


.6 


7016.3 


1894.4 


.7 


2863.8 


773.2 


.7 


4731.2 


1278.2 


.7 


7067.5 


1908.2 


.8 


2896.7 


782.1 


.8 


4776.3 


1289.6 


.8 


7118.9 


1922.1 


.9 


2929.7 


791.0 


.9 


4818.6 


1301.0 


.9 


7170.5 


1936.0 


le.o 


2963.0 


800.0 


21.0 


4861 . 1 


1312.5 


26.0 


7222.2 


1950.0 


.1 


2996.4 


809.0 


.1 


4903 . 8 


1324.0 


.1 


7274.2 


1964.0 


^2 


3030.0 


818.1 


.2 


4916.7 


1.^35.6 


.2 


7326.3 


1978.1 


.3 


3063.8 


827.2 


.3 


4989.7 


1347.2 


.3 


7378.6 


1992.2 


.4 


3097.8 


836.4 


.4 


5033.0 


1358.9 


.4 


7431 . 1 


2006.4 


.5 


3131.9 


845.6 


.5 


5076.4 


1370.6 


.5 


7483.8 


2020.6 


.6 


3166.3 


854.9 


.6 


5120.0 


1382.4 


.6 


7536.7 


2034.9 


.7 


3200.8 


86^1.2 


.7 


5163.8 


1391.2 




7589.7 


2019.2 


.8 


3235.6 


873.6 


.8 


5207.8 


1406.1 


.8 


7613.0 


2063.6 


.9 


3270.5 


883.0 


.9 


5251.9, 


1418.0 


.9 


7696.4 


2078.0 


17.0 


3305.6 


892.5 


22.0 


5296.3 


14.30.0 


27.0 


7750.0 


2092.5 


.1 


33-10.8 


902.0 


.1 


5310.8 


1412.0 


.1 


7803.8 


2107.0 


.2 


3376.3 


911.6 


.2 


5385.6 


11.") 1.1 


.2 


7857.8 


2121.6 


.3 


3111.9 


921.2 


.3 


5430.5 


1166.2 


.3 


7911.9 


2136 2 


.4 


3417.8 


930.9 


.4 


5475.6 


1478.4 


.4 


7966.3 


2150.9 


.5 


3183.8 


940.6 




5520.8 


1190.6 


.5 


8020.8 


2165.6 


.6 


3520.0 


950.4 


.6 


5566.3 


1.502.9 


.6 


8075 . 6 


2180.4 


.7 


3556.4 


960 2 


.7 


5611.9 


1515.2 


.7 


8130.5 


2195.2 


.8 


3593.0 


970.1 


.8 


5657.8 


1527.6 


.8 


8185 6 


2210.1 


.9 


3629.7 


980.0 


.9 


5703.8 


1M0.0 


.9 


8210.8 


2225.0 


18.0 


3666.7 


990.0 


23.0 


5750 . 


1552.5 


28.0 


8296.3 


2240.0 


.1 


3703.8 


1000.0 


.1 


5796.4 


1565.0 


.1 


8351.9 


2255.0 


.2 


3741.1 


1010.1 


.2 


5843.0 


1.577 6 


.2 


8^107.8 


2270.1 


.3 


3778.6 


1020 2 


.3 


5889.7 


1590.2 


.3 


M63.8 


2285.2 


.4 


3816.3 


1030.4 


.4 


5936.7 


1602.9 


.4 


8.520.0 


2300.4 


.5 


3854.2 


1010.6 


.5 


5983.8. 


1615.6 


.5 


8576.4 


2315.6 


.6 


3892.2 


10.^)0.9 


.6 


6031.1 


1628.4 


.6 


8633.0 


2330.9 


.7 


3930.5 


1061.2 


.7 


6078.6 


1 (VI 1.2 


. / 


8689.7 


2.346.2 


.8 


3968.9 


1071.6 


.8 


6126.3 


16:)4.1 


.8 


8746.7 


2361.6 


.9 


4007.5 


1082.0 


.9- 


6171.2 


1667.0 


.9 


8803.8 


2377.0 


19.0 


4046.3 


1.092.5 


2-4.0 


6222.2 


1680.0 


29.0 


8861.1 


2392.5 


.1 


4085.3 


1103.0 


.1 


6270.5 


1693.0 


.1 


8918 6 


2408.0 


.2 


4124.4 


1113.6 


.2 


6318.9 


1706.1 


.2 


8976.3 


2423.6 


.3 


4163.8 


1124.2 


.3 


6.367.5 


1719.2 


.3 


9034.2 


2139.2 


.4 


4203.3 


1134.9 


.4 


&116.3 


1732.4 


.4 


90*»2.2 


245^4.9 


.5 


4243.1 


1145.6 




6465.3 


1745.6 


.5 


91.50.5 


2470.6 


.6 


4283.0 


1156.4 


.6 


6514.4 


17.58.9 


.6 


9-208.9 


2186.4 


.7 


4323.1 


1167.2 


.7 


6563.8 


1772.2 


.7 


9267.5 


2502.2 


.8 


4363.3 


1178.1 


.8 


♦5613. 3 


1785.6 


.8 


9.326.3 


2518.1 


.9 


4403.8 


1189.0 


.9 


6663.1 


1799.0 


.9 


9385 . 3 


2.534.0 


20.0 


4444.4 


1200.0 


25.0 


6713.0 


1812 5 


30.0 


9414.4 


2550.0 



SECTION U 

CUBIC CONTENTS OF COMPONENT PARTS OP LEVEE 

EMBANKMENTS 

TABLES Vm TO XIY 

Component Parts, triangular in cross section, having side slopes 

Itol l^tol 2tol 3tol 

Utoland2tol l^tolandStol 2(;oland3tol 

Component Parts, rectangular in cross section, sides vertical, 

crown one foot wide 

Vertical Heights 0.1 Foot to 60.0 Feet 



1 \% f.xA'.u ( ftK rp \ r^ OF f o.\rr*ovF,v7 pabt?^ of le>'ee embankments 



TABLP: Vrr r Sid^ Slop^a of TnaRRulmr Part 1 : 1 





•"•.■«• 

■ ■ ; ■/■ '■■ 


*fr*An-r',\ ,r 

:t70 


■ --KWf -■ — . n 
"'- ^r -I'jir 

0-! 


T. F-Pt 

5 1 


I 

Pir 

Co. Yda. 

r^r 10« Ft. 


Rcctancubr 

1 Ft. Crown 
r-M. Yd", per 
no Ft. 


1 

! Rq.Ft.iB 
irramfVetiM 
Trhuifalar 
Pirt 


I 


96 .33 


18.889 


26.01 


2 


\:» 


Ti: 


04 


.2 


100.15 


19.259 


27.04 


^ 


VI 


! Ill 


0!) 


.3 


KM at ; 


19.630 


28.09 


< 


Vr 


I 1^1 


H 


4 


108 00 


20.000 


29.16 




v. 


1 *.',2 


2> 


> 


112.01 


20.370 


30.25 


^, 


I ^^ 


2 222 


.16 


ft 


116.15 


20.741 


31.36 


/ 


I />>1 


2 -/i3 


I** 


t 


120.33 


21.111 


32.49 


% 


J TT 


2 ^#<i.^ 


M 


8 


124.59 ■ 


21.481 


33.64 


'f 


-i 00 


3 .1^3 


%1 





128.93 


21.852 


34.81 


I 


?. 70 


3 70-4 


I f/> 


6 


133.33 


22.222 


36.00 


1 


t U 


1 071 


I 21 


.1 


137 81 


22.593 


37.21 


.2 


5 .V, 


4 f-14 


1 44 


.2 


142 37 


22.963 


38.44 


-^ 


A 2^* 


4 81.', 


1 ftO 


3 


147 00 


23.333 


39.69 


.4 


7 2« 


r» inr» 


1 06 


.4 


151.70 


23.704 


40.96 




8 33 


5 5.56 


2 25 


5 


1.56 48 


24.074 


42.25 


.6 


0.48 


j 5.926 


2 56 


ft 


161.33 


24.444 


43.56 


7 


10 70 


; 6 2)6 


2 80 


i 


166 26 ' 


24.815 


44.89 


.« 


12 00 


ft ftft7 


3 21 


8 


171 26 


25 185 


46.24 


.0 


13 37 


7 037 


3 ftl 





176 33 


25.556 


47.61 


2 


11 81 


1 7 -107 


4.00 


7 


181 41t 


25.926 


49.00 


.1 


1ft 33 


1 

7 778 


1 41 


.1 


186.70 


26.296 


50.41 


.2 


17.93 


8.148 


4 84 


.2 


192.00 , 


26.667 


51.84 


.3 


19.59 


8 519 


5 20 


.3 


197.37 I 


27.037 


53.29 


.4 


21 33 


8 889 


5 . 76 


.4 


202 81 


27.407 


54.76 


.5 


23.15 


9.259 


6 25 


9 

.3 


208.33 


27.778 


56.25 


.6 


25.04 


9.630 


6.7ft 


.ft 


213 93 ' 


28.148 


57.76 


.7 


27.00 


10.000 


7.29 


. t 


219 59 , 


28.519 


59.29 


.8 


29.01 


10.370 


7.M 


8 


225.33 ' 


28.889 


60.84 


.9 


31.15 


10.741 


8 41 


.9 


231 15 


29.259 


62.41 


3 


33.33 


11.111 


9.00 


8.0 


237.04 . 

1 


29.630 


64.00 


.1 


35.59 


11 481 


9.61 


.1 


1 
243 00 ' 


30.000 


65.61 


.2 


37.93 


11.852 


10.21 


.2 


249.04 


30.370 


67.24 


.3 


40.33 


12.222 


10 89 


.3 


255.15 \ 


30.741 


68.89 


.4 


42.81 


12.593 


11 56 


.4 


261.33 , 


31.111 


70.56 


.5 


45.37 


12.963 


12 25 


5 


267.59 

i 


31.481 


72.25 


.6 


48.00 


13.333 


12 96 


.6 


273.93 


31.852 


73.96 


.7 


50.70 


13.704 


13.69 


.7 


280.33 ! 


32.222 


75.69 


.8 


53.48 


14.074 


14.44 


.8 


286.81 ! 


32.593 


77.44 


.9 


56.33 


14 441 


15.21 


9 


•293.37 


32.963 


79.21 


4.0 


59.26 


14.815 


16 00 


9 


300.00 , 

1 


33.333 


81.00 


.1 


62 . 20 


15.185 


16 81 


.1 


1 

306 70 


33 704 


82.81 


.2 


65 . 33 


1 5 . 556 


17.61 


2 


313 48 


34.074 


84.64 


.3 


68. 4H 


15 926 


18.49 


.3 


320 33 . 


31.444 


86.49 


.4 


71.70 


16.296 


19.36 


•4 


327.26 ' 


34.815 


88.36 


.5 


75.00 


16.667 


20 25 


.5 


334 26 ! 

• 1 


35.185 


90.25 


.6 


78.37 


17.037 


1 21.16 


.6 


311.33 


35.556 


92.16 


. 7 


81.81 


17.107 


22 09 


. 7 


3 IK. 48 


35.926 


94.09 


.« 


85.33 


17.778 


23 01 


.8 


355.70 


36.296 


96.04 


.9 


88.93 


18. H8 


21.01 


.<• 


;?6,3 00 


36.667 


98.01 


5.0 


92.59 


18.519 


25.00 

1 


10 


370 37 


37.037 


100.00 



CUBIC CONTEXTS OF C0M1>0NENT PARTS OF LEVF^ EMBAXKMEXTS 146 



TABLE VIII Side Slopes of Triangular Part 1 : 1 



Vcrtinl 
inFaet 


TViangubu' 

Part 

Cu.Ydfc 

per 100 Ft 


Rectangular 

Pkrt 

1 Ft. Crown 

Cu. Yds. per 

100 Ft 


Sq.Ftin 

Croaa Section 

Triangular 

Part 


Vertical 
Height 
in Feet 


Triangular 

Part 

Cu.Yda. 

per 100 Ft. 


Rectangular 

Part 

1 Ft Crown 

Cu. Yds. per 

100 Ft 

1 


Sq.Ftm 

CroM Section 

Triangular 

Part 


lO.l 


377.81 


37.407 


102.01 


15.1 


844.48 


55.926 


228.01 


.2 


385.33 


37.778 


104.04 


.2 


855.70 


56.296 


231.04 


.3 


392.93 


38.148 


106.09 


.3 


867.00 


56.667 


234.09 


.4 


400.59 


38.519 


108.16 


.4 


878.37 


57.037 


237.16 


.5 


408.33 


38.889 


110.25 


.5 


889.81 


57.407 


240.25 


.6 


416.15 


39.259 


112.36 


.6 


901.33 


57.778 


243.36 


.7 


424.04 


39.630 


114.49 


.7 


912.93 


58.148 


246.49 


• .8 


432.00 


40.000 


116.64 


.8 


924.59 


58.519 


249.64 


.9 


440.04 


40.370 


118.81 


.9 


936.33 


58.889 


252.81 


11.0 


448.15 


40.741 


121.00 


16.0 


948.15 


59.259 


256.00 


.1 


456.33 


41.111 


123.21 


.1 


960.04 


59.630 


259.21 


.2 


464.59 


41.481 


125.44 


.2 


972.00 


60.000 


262.44 


.3 


472.93 


41.852 


127.69 


.3 


984.04 


60.370 


265.69 


.4 


481.33 


42.222 


129.96 


.4 


996.15 


60.741 


268.96 


.5 


489.81 


42.593 


132.25 


.5 


1008.33 


61.111 


272.25 


.6 


498.37 


42.963 


134.56 


.6 


1020.59 


61.481 


275.56 


.7 


507.00 


43.333 


136.89 


.7 


1032.93 


61.852 


278.89 


.8 


515.70 


43.704 


139.24 


.8 


1045.33 


62.222 


282.24 


.9 


524.48 


44.074 


141.61 


.9 


1057.81 


62.593 


285.61 


12.0 


533.33 


44.444 


144.00 


17.0 


1070.37 


62.963 


289.00 


.1 


542.26 


44.815 


146.41 


.1 


1083.00 


63.333 


292.41 


.2 


551.26 


45.185 


148.84 


.2 


1095.70 


63.704 


295.84 


.3 


560.33 


45.556 


151.29 


.3 


1108.18 


64.074 


299.29 


.4 


569.48 


45.926 


1.53.76 


.4 


1121.33 


64.444 


302.76 


.5 


578.70 


46.296 


156.25 


.5 


1134.26 


64.815 


306.25 


.6 


588.00 


46.667 


158.76 


.6 


1147.26 


65.185 


309.76 


.7 


597.37 


47.037 


161.29 


.7 


1160.33 


65.556 


313.29 


.8 


606.81 


47.407 


163 84 


.8 


1173.48 


65.926 


316.84 


.9 


616.33 


47.778 


166.41 


.9 


1186.70 


66.296 


320.41 


13.0 


625.93 


48.148 


169.00 


18.0 


1200.00 


66.667 


324.00 


.1 


635.59 


48.519 


171.61 


.1 


1213.37 


67.037 


327.61 


.2 


645.33 


48.889 


174.24 


.2 


1226.81 


67.407 


331.24 


.3 


655.15 


49.259 


176.89 


.3 


1240.33 


67.778 


334.89 


.4 


665 04 


49.630 


179.56 


.4 


1253.93 


68.148 


338.56 


.5 


675.00 


50.000 


182.25 


.5 


1267.59 


68.519 


312.25 


.6 


685.04 


50.370 


184.96 


.6 


1281.33 


68.889 


345.96 


.7 


695.15 


50.741 


187.69 


.7 


1295.15 


69.259 


349.69 


.8 


705.33 


1 51.111 


190.44 


.8 


1309. ai 


69.630 


353.44 


.9 


715.59 


51.481 


193.21 


.9 


1323.00 


70.000 


357.21 


14.0 


725.93 


51.852 


196.00 


19.0 


1337.04 


70,370 


361.00 


.1 


736.33 


52.222 


198.81 


.1 


1351.15 


70.741 


364.81 


.2 


746.81 


52.593 


201.64 


.2 


1365.33 


71.111 


.368.64 


.3 


757.37 


52.963 


204.19 


.3 


1379 59 


71.181 


372.49 


.4 


768.00 


53.333 


207.36 


.4 


1393.93 


71.852 


376.36 


.5 


778.70 


53.704 


210.25 


.5 


1408.33 


72.222 


380.25 


.6 


789.48 


54.074 


213.16 


.6 


1422.81 


72.593 


384.16 


.7 


800.33 


54.444 


216.09 


.7 


1137.37 


72.963 


388.09 


.8 


811.26 


' 54.815 


219.04 


.8 


1152.00 ' 


73.333 


392. ai 


.9 


822.26 


55.185 


222.01 


.9 


1466.70 ; 


73.704 


396.01 


15.0 


833.33 


55.556 


225.00 


20.0 


1181.48 1 

1 


74.074 


400.00 



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— 


-:^ 11 


- 


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"■■:» M 


• 




"V .-9 


__■*• fl 


_• 


-^.- 70 


-.•*• 


* 


->: 25 




•"•" 


-^: 76 


^ — _ 


•, 


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• m 


- '•*■.' 


-^2 M 


* ^ 


.•'•- 


-7^ tl 


ft "" 


*^ 


-S5 CO 




■^ -4 


-S> 61 


^ • 


t • 


-.'-. 24 


_— -- 


.^ • * 


Mt» Js9 


* "" ^ 


'. '.*' 


siv, :>6 


• ■ 


'. .'. '.'r 


'^12 25 


— " — • 


:.: r\A 


.>17 % 


- 


: y -•^. 


Xi'i f.9 


~__ I 


1 •: •>"■ 


.V2y 41 


- 


1 " ~ %7 


a3.^i.21 


^ ■ * 


:.- 107 


841.00 


»• .•; 


« . t < i o 


Xl« 81 


• 


: -s Uft 


852 &! 


• « 


i :is .;i9 


K5« 40 


■ ' ■ • 


i«:«8 mj 


K6l.3r> 


: • * 


nx« 2y4 


870 25 


•-;! .-i 


l(Kr6J<j 


876.16 


i-'T 'J 


110 WX) 


882.09 


.-■•> »>4 


110.370 


888.04 


:"Jil 15 


110.741 


891.01 


iiU.33 


111.111 : 


900.00 



CUBIC CONTENTS OF COMPONENT PARTS OF LEVEE EMBANKMENTS 147 





TABLE VIII 


Side Slopes of Triangular Part 1 : 1 




Vertical 
Height 
in Feet 


Triangular 

Part 

Cu. Ydt. 

per 100 Ft. 


Rectangular 

Part 

1 Ft. (Trown 

Cu. Ydi. per 

100 Ft. 


8q. Ftin 

CrosB Section 

Triangular 

Part 


Vertical 
Height 
in Feet 


Triangutar 

Part 

Cu. Yds. 

per 100 Ft. 


Rectangular 

Part 

1 Ft. Crown 

Cu. Ycfc. per 

100 Ft. 


Sq. Ft. m 

Cross Section 

Triangular 

Part 


30.1 


3355.59 


111.481 


906.01 


35.1 


4563.00 


130.000 


1232.01 


.2 


3377.93 


111.852 


912.04 


.2 


4589.04 


130.370 


1239.04 


.3 


3-400.33 


112.222 


918.09 


.3 


4615.15 


130.741 


1246.09 


.4 


3422.81 


112.593 


924.16 


.4 


4641.33 


131.111 


1253.16 


.5 


3445.37 


112.963 


930.25 


.5 


4667.59 


131.481 


1260.25 


.6 


3468.00 


113.333 


936.36 


.6 


4693.93 


131.852 


1267.36 


.7 


3490.70 


113.704 


942.49 


.7 


4720.33 


132.222 


1274.49 


.8 


3513.48 


114.074 


948.64 


.8 


4746.81 


132.593 


1281.64 


.9 


3536.33 


114.444 


954.81 


.9 


4773.37 


132.963 


1288.81 


31.0 


3559.26 


114.815 


961.00 


36.0 


4800.00 


133.333 


1296.00 


.1 


3582.26 


115.185 


967.21 


.1 


4826.70 


133.704 


1303.21 


.2 


3605.33 


115.556 


973.44 


.2 


4853.48 


134.074 


1310.44 


.3 


3628.48 


115.926 


979.69 


.3 


4880.33 


134.444 


1317.69' 


.4 


3651.70 


116.296 


985.96 


.4 


4907.26 


134.815 


1324.96 


.5 


3675.00 


116.667 


992.25 


.5 


4934.26 


135.185 


1332.25 


.6 


3698.37 


117.037 


998.56 


.6 


4961.33 


135.556 


1339.56 


.7 


3721.81 


117.407 


1004.89 


.7 


4988.48 


135.926 


1346.89 


.8 


3745.33 


117.778 


1011.24 


.8 


5015.70 


136.296 


135-1.24 


.9 


3768.93 


118.148 


1017.61 


.9 


5043.00 


136.667 


1361.61 


32.0 


3792.59 


118.519 


1024.00 


37.0 


5070.37 


137.037 


1369.00 


.1 


3816.33 


118.889 


1030.41 


.1 


5097.81 


137.407 


1376.41 


.2 


3840.15 


119.259 


1036.84 


.2 


5125.33 


137.778 


1383.84 


.3 


3864.04 


119.630 


1043.29 


.3 


5152.93 


138.148 


1391.29 


.4 


3888.00 


120.000 


1049.76 


.4 


5180.59 


138.519 


1398.76 


.5 


3912.04 


120.370 


1056.25 


.5 


5208.33 


138.889 


1406.25 


.6 


3936.15 


9 

120.741 


1062.76 


.6 


5236.15 


139.259 


1413.76 


.7 


3960.33 


121.111 


1069.29 


.7 


5264.04 


139.630 


1421.29 


.8 


3984.59 


121.481 


1075.84 


.8 


5292.00 


140.000 


1428.84 


.9 


4008.93 


121.852 


1082.41 


.9 


5320.04 


140.370 


1436.41 


33.0 


4033.33 


122.222 


1089.00 


38.0 


"5348.15 


140.741 


1444.00 


.1 


4057.81 


122.593 


1095.61 


.1 


5376.33 


141.111 


1451.61 


.2 


4082.37 


122.963 


1102.24 


.2 


5404.59 


141.481 


1459.24 


.3 


4107.00 


123.333 


1108.89 


.3 


5432.93 


141.852 


1466.89 


.4 


4131.70 


123.704 


1115.56 


.4 


5461.33 


142.222 


1474.56 


.5 


4156.48 


124.074 


1122.25 


.5 


5489.81 


142.593 


1482.25 


.6 


4181.33 


124.444 


1128.96 


.6 


5518.37 


142.963 


1489.96 


.7 


4206.26 


124.815 


1135.69 


.7 


5547.00 


143.333 


1497.69 


.8 


4231.26 


125.185 


1142.44 


.8 


5575.70 


143.704 


1505.44 


.9 


4256.33 


125.556 


1149.21 


.9 


5604.48 


144.074 


1513.21 


34.0 


4281.48 


125.926 


1156.00 


39.0 


5633.33 


144.444 


1521.00 


.1 


4306.70 


126.296 


1162.81 


.1 


5662.26 


144.815 


1528.81 


.2 


4332.00 


126.667 


1169.64 


.2 


5691.26 


145.185 


1536.64 


.3 


4357.37 


127.037 


1176.49 


.3 


5720.33 


145.556 


1544.49 


.4 


4382.81 


127.407 


1183.36 


.4 


5749.48 


145.926 


1552.36 


.5 


4408. 3^ 


127.778 


1190.25 


.5 


5778.70 


146.296 


1560.25 


.6 


4433.93 


128.148 


1197.16 


.6 


5808.00 


146.667 


1568.16 


.7 


4459.59 


128.519 


1204.09 


.7 


5837.37 


147.037 


1576.09 


.8 


4485.33 


128.889 


1211.04 


.8 


5866.81 


147.407 


1584.04 


.9 


4511.15 


129.259 


1218.01 


.9 


5896.33 


147.778 


1592.01 


as.o 


4537.04 


129.630 


1225.00 


40.0 


5925.93 


148.148 


1600.00 



14M rf;MI(; CONTKNTS OP COMPONENT PARTS OF LEVEE BVBANKMEKT8 



TABLE VIII Side Slopes of Triangular Part 1 : 1 



V^rticft] 
H«cht 



40.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
41.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
42.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
43.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
44.0 

.1 
2 

.3 
.4 
.5 

.6 
.7 
.8 



TrUncQlar 

Puri 
Cu. Ydi. 
j per 100 Ft. 


Rectangular 

Part 

1 Ft Crown 

Cu. Yds. per 

100 Ft. 


Sq.Fi.ra 

Cron Seotkm 

Triangular 

Part 


Vertical 
Height 
inFMt 


I 

Tnanguhr 

Ftet 

Co. Ydi. 

per 100 Ft 


Reetaogalar 

Part 

IFLCrowB 

Cii.YdB.p8r 

lOnFi. 


Sq.FLia 
CroMSaelMD 

pSt 


59r*5.r,9 


148.519 


1608.01 


45.1 


7533.37 


167.037 


2034.01 


r>98.'i.33 


148.889 


1616.04 


.2 


7566.81 


167.407 


2043.04 


«015.15 


149.259 


1624.09 


.3 


7600.33 


167.778 


2052.09 


6045.04 


149.630 


1632.16 


.4 


7633.93 ' 


168.148 


2061.16 


C5O75.00 


150.000 


1640.25 


.5 


7667.59 


168.519 


2070.25 


6105.04 


150.370 


1648.36 


.6 


7701.33 


168.889 


2079.36 


6135.15 


150.741 


1656.49 


.7 


7735.15 


169.259 


2088.49 


6165.33 


151.111 


1664.64 


.8 


7769.04 


169.630 


2097.64 


6195.59 


151.481 


1672.81 


.9 


7803.00 


170.000 


2106.81 


6225.93 


151.852 


1681.00 


46.0 


7837.04 


170.370 


2116.00 


6256.33 


152.222 


1689.21 


.1 


7871.15 


170.741 


2125.21 


6286.81 


152.593 


1697.44 


.2 


7905.33 


171.111 


2134.44 


6317.37 


152.963 


1705.69 


.3 


7939.59 


171.481 


2143.69 


6348.00 


153.333 


1713.96 


.4 


7973.93 


171.852 


2152.96 


6378.70 


153.704 


1722.25 


.5 


8008.33 


172.222 


2162.25 


6409.48 


154.074 


1730.56 


.6 


8042.81 


172.593 


2171.56 


6440.33 


154.444 


1738.89 


.7 


8077.37 


172.963 


2180.89 


6471.26 


154.815 


1747.24 


.8 


8112.00 


173.333 


2190.24 


6502.26 


155.185 


1755.61 


.9 


8146.70 


173.704 


2199.61 


6533.33 


155.556 


1764.00 


47.0 


8181.48 


174.074 


2209.00 


6564.48 


155.926 


1772.41 


.1 


8216.33 


174.444 


2218.41 


6595.70 


156.296 


1780.84 


.2 


8251.26 


174.815 


2227.84 


6627.00 


156.667 


1789.29 


.3 


8286.26 


175.185 


2237.29 


6658.37 


157.037 


1797.76 


.4 


8321.33 


175.556 


2246.76 


6689.81 


157.407 


1806.25 


.5 


83.56.48 


175.926 


2256.25 


6721.33 


157.778 


1814.76 


.6 


8391.70 


176.296 


2265.76 


6752.93 


158.148 


1823.29 


.7 


8427.00 


176.667 


2275.29 


6784.59 


158.519 


1831.84 


.8 


8462.37 


177.037 


2284.84 


6816.33 


158.889 


1840.41 


.9 


8497.81 


177.407 


2294.41 


6848.15 


159.259 


1849.00 


48.0 


8533.33 


177.778 


2304.00 


6880.04 


159.630 


1857.61 


.1 


8568.93 


178.148 


2313.61 


6912.00 


160.000 


1866.24 


.2 


8604.59 


178.519 


2323.24 


6944.04 


160.370 


1874.89 


.3 


8640.33 


178.889 


2332.89 


6976.15 


160.741 


1883.56 


.4 


8676.15 


179.259 


2342.56 


7008.33 


161.111 


1892.25 


.5 


8712.04 


179.630 


2352.25 


7040.59 


161.481 


1900.96 


.6 


8748.00 


180.000 


2361.96 


7072.93 


161.852 


1909.69 


.7 


8784.04 


180.370 


2371.69 


7105.33 


162.222 


1918.44 


.8 


8820.15 


180.741 


2381.44 


7137.81 


162.593 


1927.21 


.9 


8856.33 


181.111 


2391.21 


7170.37 


162.963 


1936.00 


49.0 


8892.59 


181.481 


2401.00 


7203.00 


163.333 


1944.81 


.1 


8928.93 


181.852 


2410.81 


7235.70 


163.704 


1953.64 


.2 


8965.33 


182.222 


2420.64 


7268.48 


164.074 


1962.49 


.3 


9001.81 


182.593 


2430.49 


7301.33 


164.444 


1971.36 


.4 


9038.37 


182.963 


2440.36 


7334.26 


164.815 


1980.25 


.5 


9075.00 


183.333 


2450.25 


7367.26 


165.185 


1989.16 


.6 


9111.70 


183.704 


2460.16 


7400.33 


165.556 


1998.09 


.7 


9148.48 


184.074 


2470.09 


7433.48 


165.926 


2007.04 


.8 


9185.33 


184.444 


2480.04 


ft.70 


166.296 


2016.01 


.9 


9222.26 


184.815 


2490.01 


.00 


166.667 


2025.00 


50.0 


9259.26 

1 


185.185 


2500.00 



CUBIC CONTEXTS OF COMPONENT PARTS OF LEVEE EMBANKMENTS 149 





TABLE VIII 


Side Slopes of Triangular Part 1 : 1 




Vertical 


TriaoKular 

P*rt 

Cu.Y<ta. 

per 100 Ft. 


Rectangular 

Part 

1 Ft. Crown 

Cu. Yds. per 

100 Ft. 


Sq. Ftin 

Cross Section 

Triancolar 

Part 


Vntical 
Height 
in Feet 


Triangular 

Part 

Cu. Yds. 

per 100 Ft. 


Rectangular 

Part 
1 Ft. Crown 
Cu. Yda. per 
100 Ft. 


Sq.Ft.la 

Cross SfCtioQ 

Trianinilar 

Part 


50.1 


9296.33 


185.556 


2510.01 


55.1 


11244.48 


204.074 


3036.01 


.2 


9333.48 


185.926 


2.520.04 


.2 


11285.33 


204.444 


3047.04 


.3 


9370.70 


186.296 


2530.09 


.3 


11326.26 


204.815 


3058.09 


.4 


9408.00 


186.667 


25^10.16 


.4 


11367.26 


205.185 


3069.16 


.5 


9445.37 


187.037 


2550.25 


.5 


11408.33 


205.556 


3080.25 


.6 


9482.81 


187.407 


2560.36 


.6 


11449.48 


205.926 


3091.36 


.7 


9520.33 


187.778 


2570.49 


.7 


11490.70 


206.296 


3102.49 


.8 


9557.93 


188.148 


2580.64 


.8 


11532.00 


206.667 


3113.64 


.9 


9595.59 


188.519 


2590.81 


.9 


11573.37 


207.037 


3124.81 


51.0 


9633.33 


188.889 


2601.00 


56.0 


11614.81 


207.407 


3136.00 


.1 


9671.15 


189.259 


2611.21 


.1 


11656.33 


207.778 


3147.21 


.2 


9709.04 


189.630 


2621.44 


.2 


11697.93 


208.148 


3158.44 


.3 


9747.00 


190.000 


2631.69 


.3 


11739.59 


208.519 


3169.69 


.4 


9785.04 


190.370 


2641.96 


.4 


11781.33 


208.889 


3180.96 


.5 


9823.15 


190.741 


2652.25 


.5 


11823.15 


209.259 


3192.25 


.6 


9861.33 


191.111 


2662.56 


.6 


11865.04 


209.630 


3203.56 


.7 


9899.59 


191.481 


2672.89 


.7 


11907.00 


210.000 


3214.89 


.8 


9937.93 


191.852 


2683.24 


.8 


11949.04 


210.370 


3226.24 


.9 


9976.33 


192.222 


2693.61 


.9 


11991.15 


210.741 


3237.61 


52.0 


10014.81 


192.593 


2704.00 


57.0 


12033.33 


211.111 


3249.00 


.1 


10053.37 


192.963 


2714.41 


.1 


12075.59 


211.481 


3260.41 


.2 


10092.00 


193.333 


2724.84 


.2 


12117.93 


211.852 


3271.84 


.3 


10130.70 


193. 701 


2735.29 


.3 


12160.33 


212.222 


3283.29 


.4 


10169.48 


194.074 


2745.76 


.4 


12202.81 


212.593 


3294.76 


.5 


10208.33 


194.444 


2756.25 


.5 


12245.37 


212.963 


3306.25 


.6 


10247.26 


194.815 


2766.76 


.6 


12288.00 


213.333 


3317.76 


.7 


10286.26 


195.185 


2777.29 


.7 


12330.70 


213.704 


3329.29 


.8 


10325.33 


195.556 


2787.84 


.8 


12373.48 


214.074 


3340.84 


.9 


10364.48 


195.926 


2798.41 


.9 


12416.33 


214.444 


3352.41 


53.0 


10103.70 


196.296 


2809.00 


58.0 


12459.26 


214.815 


3364.00 


.1 


10443.00 


196.667 


2819.61 


.1 


12502.26 


215.185 


3375.61 


.2 


10482.37 


197.037 


2830.24 


.2 


12545.33 


215.556 


3387.24 


.3 


10521.81 


197.407 


2840.89 


.3 


12588.48 


215.926 


3398.89 


.4 


10561.33 


197.778 


2851.56 


.4 


12631.70 


216.296 


3410.56 


.5 


10600.93 


198.148 


2862.25 


.5 


12675.00 


216.667 


3422.25 


.6 


10640.59 


198.519 


2872.96 


.6 


12718.37 


217.037 


3433.96 


.7 


10680.33 


198.889 


2883.69 


.7 


12761.81 


217.407 


3445.69 


.8 


10720.15 


199.259 


2894.44 


.8 


.12805.33 


217.778 


3457.44 


.9 


10760.04 


199.630 


2905.21 


.9 


12848.93 


218.118 


3169 21 


54.0 


10800.00 


200.000 


2916.00 


59.0 


1V892.59 


218.519 


3481.00 


.1 


10840.04 


200.370 


2926.81 


.1 


12936.33 


218.889 


3492.81 


.2 


10880.15 


200.741 


2937.64 


.2 


12980.15 


219.259 


3504.64 


.3 


10920.33 


201.111 


2ai8.49 


.3 


13024. 01 


210.630 


3516.49 


.4 


10960.59 


201.481 


29r)9.36 


.4 


13068.00 


220.000 


3528.36 


.5 


11000.93 


201.852 


2970.25 


.5 


13112.04 


220.370 


3540.25 


.6 


11041.33 


202.222 


2981.16 


.6 


13156.15 


220.741 


35.'>2.16 


.7 


11081.81 


202.593 


2992.09 


.7 


13200 33 


221.111 


3564.09 


.8 


11122.37 


202.963 


3003.04 


.8 


13244.59 


221.481 


3576.04 


.9 


11163.00 


203.333 


3014.01 


.9 


1.3*288.93 


221.852 


3588.01 


55.0 


11203.70 


2a3.704 


3025.00 


60.0 


13333.33 


222.222 


3600 00 



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82.14 -^ 




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81.375^ 




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ia 


!48 


86. MC^ 




f 


1 ■ 




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28 
2S 


519 
489 


88.93^^ 
91.26CC^ 


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-- 




• 

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ITT 


=A 


JS 259 

29 630 


93.615^ 
96.000^ 




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-.' " 


_ ^ 


■ 


2iU 


'a'. 


30 


•>» 


98.415-— 


■ 


' '■ «r'r 


«.'- 


' .r*\ 


1 


4 ^ 


'A 


» 370 


100.860^ 


i 


• 


^^•■ 


. ' J... 


i 


2«: 


m ^m 


30 


741 


103.335- 


^ 


r 


■ . '..? » 


* :.j: 


1 1 


i!jC 


•:•> 


31 


111 


105. 84(^ 


f 


- y ' •"' 




:*. *"; 


" 


*:: 


i> 


31 


481 


108.37^ 


^ 


'1 1 


"^«» 


: f ;-;» 


■ 


4i':' 


i9 


31 


852 


110.940 


- 


" -■ r- 


. . -i 


__i -r- - 


— 


4^: 


:•> 


32.222 


113.535 


« 


i. __',_ 




-. ■•*•. 


• 


A-y- 


■TO 


.52 


593 


116.160 


» 


' '■ '' 




• • _ " 


• 


+4: 


•:«5 


32.963 


118.815 


4 1 


M •• 


11 f:: 


-4 «y. 


- . 


4c'> 


Oi> 


33 


.333 


121.500 


r 


:'. •;■> 


: ' : *.: 


- . . - 


1 


4^>.' 


06 


33 


.704 


124.215 


« 


fi f. 


: ' "y 


>■ t-.: 


'> 


47''' 


22 


34 


074 


126.960 


I 




- ■«■ — . 


■ • ' •' •! 


- — ^! 


■> 


4N.' 


50 


34 


.444 


129.735 


1 


I .'■ 




--.- v;*: 


4 


49" 89 


34 


.815 


132.540 


• 


'.'..i '/, 


: -■ -r. " 


>j 375 


.5 


501 


39 


35 


185 


135.375 


« 


i:r >■■ 


IT ^-i: 


31.710 


.6 


512.00 


35 


.556 


138.240 


m 


lii 72 


17 407 


33 135 


.7 


522. 


72 


35.926 


141.135 


% 


i2fk no 


1 7 . 77S 


31.S60 


.8 


533. 


56 


36 


296 


144.060 






18 11A 


3*i 015 


.0 


544.50 


36.667 


147.015 






18.519 


37 500 


10.0 


555 . 


5G 


37 


037 


150.000 



NTS OF COMPONENT PABTS OP LEVEE EMBANKMENTS 151 



LE IX Side Slopes of Triangular Part li : 1 



RectancuUr 

Part 

1 Ft. Crown 

Cu. Yd*, per 

100 Ft. 


Sq. Ftin 

Cross Section 

TrianguUr 

Part 


Vertical 
Heiitht 
in Feet 


Triangular 

Part 

Cu.Yds. 

per 100 Ft. 


Rectangular 

Part 

1 Ft Crown 

Cu.Ydii.per 

100 Ft. 


Sq. Ft. IP 

Cross Section 

Triangular 

Part 


37.407 


153.015 


15.1 


1266.72 


55.926 


342.015 


37.778 


156.060 


.2 


1283.56 


56.296 


346.560 


38.148 


159.135 


.3 


1300.50 


56.667 


351.135 


38.519 


162.240 


.4 


1317.56 


57.037 


355.740 


38.889 


165.375 


.5 


1334.72 


57.407 


360.375 


39.259 


168.540 


.6 


1352.00 


57.778 


365.040 


39.630 


171.735 


.7 


1369.39 


58.148 


369.735 


40.000 


174.960 


.8 


1386.89 


58.519 


374.460 


40.370 


178.215 


.9 


1404.50 


58.889 


379.215 


40.741 


181.500 


16.0 


1422.22 


59.259 


384.000 


41.111 


184.815 


.1 


1440.06 


59.630 


388.815 


41.481 


188.160 


.2 


1458.00 


60.000 


393.660 


41.852 


191.535 


.3 


1476.06 


60.370 


398.535 


42.222 


194.940 


.4 


1494.22 


60.741 


403.440 


42.593 


198.375 


.5 


1512.50 


61.111 


408.375 


42.963 


201.840 


.6 


1530.89 


61.481 


413.340 


43.333 


205.335 


.7 


1549.39 


61.852 


418.335 


43.704 


208.860 


.8 


1568.00 


62.222 


423.360 


44.074 


212.415 


.9 


1586.72 


62.593 


428.415 


44.444 


216.000 


17.0 


1605.56 


62.963 


433.500 


44.815 


219.615 


.1 


1624.50 


63.333 


438.615 


45.185 


223 260 


.2 


1643.56 


63.704 


443.760 


45.556 


226 . 935 


.3 


1662.72 


64.074 


448.935 


45.926 


230 640 


.4 


1682.00 


64.444 


454.140 


46.296 


234 375 


.5 


1701.39 


64.815 


459.375 


46.667 


238.140 


.6 


1720.89 


65.185 


464.640 


47.037 


241.935 


.7 


1740.50 


65.556 


469.935 


47.407 


245 . 760 


.8 


1760.22 


65.926 


475.260 


47.778 


249.615 


.9 


1780.06 


66.296 


480.615 


48.148 


253.500 


18.0 


1800.00 


66.667 


486.000 


48.519 


257.415 


.1 


1820.06 


67.037 


491.415 


48.889 


261.360 


.2 


1840.22 


67.407 


496.860 


49.259 


265.335 


.3 


1860.50 


67.778 


502.335 


49.630 


269.340 


.4 


1880 89 


68.148 


507.840 


50.000 


273.375 


.5 


1901.39 


68.519 


513.375 


50.370 


277 . 440 


.6 


1922.00 


68.889 


518.940 


50.711 


281.535 


.7 


1942.72 


69.259 


524.535 


51.111 


285 . 660 


.8 


1963.56 


69.630 


530.160 


51.481 


289.815 


.9 


1984.50 


70.000 


535.815 


51.852 


294.000 


19.0 


2005.56 


70.370 

1 


541.500 


52 222 


298.215 


.1 


2026.72 


70.741 


547.215 


; 52 . 503 


302 . 400 


.2 


2048.00 


1 71.111 


552.960 


i 52.903 


300.735 


.3 


2069.39 


71.481 


558.735 


53 . 3.^3 


311.010 


.4 


2090.89 


71.852 


564.540 


53 . 704 


315.375 


.5 


2112.50 


72.222 


570.375 


54.074 


319.740 


.6 


2134.22 


72.593 


576.240 


54.444 


324.135 


.7 


2156.06 


72.963 


582.135 


54.815 


328.560 


.8 


2178.00 


73.333 


588.060 


55.185 


3,33.015 


.9 


2200.06 


73.704 


594.015 


55 . 556 


337 . 500 


20.0 


I 2222.22 

\ 


14. W\ 

\ 


\ «#^ •'••^^ 



152 CUBIC COXTEXTS OF COMPOXEXT PARTS OF LEVEE EMBANKHENT8 



TABLE IX Side Slopes of Triangular Part 1} : 1 



VwtiwI 
«n Feet 


Tmnjjulv 
Part 

Cu. rd«. 

per 100 Ft. 


RcetinsnjLv 

Part 

1 Ft. Crotrn 

Cu. Yds. per 

IW Ft. 


Sq. Ft. hi 

Cr«« Section 

Triufftilir 

Part 


Vertical 
Hetcht 
in Feet 


TVnainilv 

Part 

Co.Y*. 

perlOOFL 


I 
Rertaacular 

P5»t 

1 Ft. Crown 

;Cu.VA.p«r 

100 Ft. 


.Sq.Ftift 

Traankt 
Part 


20 1 


2244. :yo 


74.4-14 


606.015 


25.1 


3500.06 


92.963 


945.015 


•2 


2266.89 


74.815 


612.060 


2 


3528.00 


• 93.333 


952.560 


.3 


• 2289.39 


75.185 


618 135 


.3 


3556.06 


93.704 


960.135 


.4 


2312.00 


75.556 


624.240 


.4 


3584.22 


94.074 


967.740 


.5 


2334.72 


75.926 


630.375 


.5 


3612 50 


! 94.444 

1 


975.375 


.6 


2357.56 


76.296 


636.540 


.6 


3640.89 


! 94.815 


983.040 


.7 


2380.50 


76.667 


642.735 


.7 


3609.39 


! 95.185 


990.735 


.8 


2403.56 


77.037 


648.960 


.8 


3698.00 


1 95.556 


998.460 


.9 


2426.72 


77.407 


655.215 


.9 


3726.72 


i 95.926 


1006.215 


21.0 


^150. 00 


77.778 


661.500 


26.0 


3755.56 


96.296 


1014.000 


.1 


2473.39 


78.148 


667.815 


.1 


3784.50 


96.667 


1021.815 


.2 


2496.89 


78.519 


674.160 


.2 


3813.56 


97.037 


1029.660 


.3 


2520.50 


78.889 


680.535 


.3 


3842.72 


97.407 


1037.535 


.4 


2544.22 


79.259 


686.940 


.4 


3872.00 


97.778 


1045.440 


.5 


2568.06 


79.630 


693.375 


.5 


; 3901.39 


98.148 


1053.375 


.6 


2592.00 


80.000 


699.840 


.6 


, 3930.89 


98.519 


1061. SIO 


.7 


2616.06 


80.370 


706.335 


.7 


, 3960.50 


98.889 


1069.335 


.8 


2640.22 


80.741 


712.860 


.8 


: 3990.22 


99.259 


1077.360 


.9 


2664.50 


81.111 


719.415 


.9 


4020.06 


. 99.630 


1085.415 


22.0 


2688.89 


81.481 


726.000 


27.0 


4050.00 


100.000 


1093.500 


.1 


2713.39 


81.852 


732.615 


.1 


■ 4080.06 


100.370 


1101.615 


.2 


2738.00 


82.222 


739.260 


.2 


■■ 4110.22 


100.741 


1109.760 


.3 


2762.72 


82.593 


745.935 


.3 


! 4140.50 


101.111 


1117.935 


.4 


2787.56 


82.963 


752.640 


.4 


4170.89 


101.481 


1126.140 


.5 


2812.50 


83.333 


759.375 


.5 


: 4201.39 


101.852 


1134.375 


.6 


2837.56 


83.704 


766.140 


.6 


: 4232.00 


102.222 , 


1142.640 


.7 


2862.72 


84.074 


772.935 


.7 


1 4262.72 


102.593 


1150.935 


.8 


2888.00 


84.444 


779.760 


.8 


4293.56 


102.963 


1159.260 


.9 


2913.39 


84.815 


786.615 


.9 


4324.50 


103.333 


1167.615 


23.0 


2938.89 


85.185 


793.500 


28.0 


4355.56 


103.704 


1176.000 


.1 


2964.50 


85.556 


800.415 


.1 


. 4386.72 


1 
104.074 


1184.415 


.2 


2990.22 


85.926 


807.360 


• •• 


4418.00 


104.444 


1192.860 


.3 


3010.06 


86.296 


814.335 


.3 


4449.39 


104.815 


1201.335 


.4 


3042.00 


86.667 


821.340 


.4 


4480.89 


105.185 


1209.840 


.5 


3068.06 


87.037 


828.375 


.5 


4512.50 


105.556 


1218.375 


.6 


3094.22 


87.407 


835.440 


.6 


' 4544 22 


: 105.926 


1226.940 


.7 


3120.50 


87.778 


842.535 


.7 


4576.06 


106.296 


1235.535 


.8 


3146.89 


88.148 


8^19. 66Q 


.8 


; 4608.00 


106.667 


1244.160 


.9 


3173.39 


88.519 


856.815 


.9 


4&10.06 


107.037 


1252.815 


24.0 


3200.00 


88.889 


8&1.000 


29.0 


4672.22 


107.407 


1261.500 


.1 


3226.72 


89.259 


871.215 


.1 


' 4704.50 


107.778 


1270.215 


2 


3253.50 


89.630 


878.460 


2 


' 4736.89 


108.148 


1278.960 


.3 


3280.50 


90.000 


885.735 


.3 


4769.39 


108.519 


1287.735 


4 


3307.56 


90.370 


893.040 


.4 


4802.00 


108.889 


1296.540 


.5 


333^1.72 


90.741 


900.375 


.5 


! 4831.72 


109.259 


1305.375 


.C 


3362.00 


91.111 


907.740 


.6 


i 4867.56 


; 109.630 


1314.240 


.7 


3389.39 


91.481 


915.135 


.7 


' 4900.50 


110.000 


1323.135 


.8 


3416.89 


91.852 


' 922.560 


.8 


4933.56 


! 110.370 


1332.060 


.9 


3444.50 


92.222 


i 930.015 


.9 


: 4906.72 


110 741 


1341 .015 


25.0 


?ti72.22 


92.593 


. 937.500 


30.0 


5000.00 


111.111 


1350.000 

! 



CUBIC CONTENTS OF COMPONEXT TAUTS OF LEVEE EMBANKMENTS 153 



TABLE IX Side Slopes of Triangular Part 1 J : 1 



Vertieftl 
Height 
in Feet 



TViuguhr 

P»rt 

Cu. Ycfct. 

per 100 Ft 



Reetao(cubu- { 

Part ! Sq. Ft.in 

1 Pt. Crown iCroBs Section 
j Cu. YdR. per ' Triangular 
i 100 Ft. Part 

i I 



Vertical 
Heicht 
in Feet 



30.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
31.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
32.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
33.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
34.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
S5.0 



5033.39 
5066.89 
5100.50 
5134.22 
5168.06 

5202.00 
5236.06 
5270.22 
5304.50 
5338.89 

5373.39 
5408.00 
5442.72 
5477.56 
5512.50 

5547.56 
5582.72 
5618.00 
5653.39 
5688.89 

5724.50 
5760.22 
5796.06 
5832.00 
5868.06 

5904.22 
5940.50 
5976.89 
6013.39 
6050.00 

6086.72 
6123.56 
6160.50 
6197.56 
6234.72 

6272.00 
6309.39 
6346.89 
6384.50 
6422.22 

6460.06 
6498.00 
6536.06 
6574.22 
6612.50 

6650.89 
6689.39 
6728.00 
6766.72 
6805.56 



11.481 
11.852 
12.222 
12.593 
12.963 

13.333 
13.704 
14.074 
14.444 
14.815 

15.185 
15.556 
15.926 
16.296 
16.667 

17.037 
17.407 
17.778 
18.148 
18.519 

18.889 
19.259 
19.630 
20.000 
20.370 

20.741 
21.111 
21.481 
21.852 
22.222 

22.593 
22.963 
23.333 
23.704 
24.074 

24.144 
24.815 
25.185 
25.556 
25.926 

26.296 
26.667 
27.037 
27.407 
27.778 

28.148 
28.519 
28.889 
29.259 
29.630 



359.015 
368.060 
377.135 
386.240 
395.375 

404.540 
413.735 
422.960 
432.215 
441.500 

450.815 
460.160 
469.535 
478.940 
488.375 

497.840 
507.335 
516.860 
526.415 
536.000 

545.615 
555.260 
564.935 
574.640 
584.375 

59-1.140 
603.935 
613.760 
623.615 
633.500 

643 ..41 5 
653.360 
663.335 
673.340 
683.375 

693.440 
703.535 
713.660 
723.815 
734.000 

744.215 
754.460 
764.735 
775.040 
785.375 

795.740 
806.135 
816.560 
827.015 
837.500 



35.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
36.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
37.0 

.1 
.2 
.3 
.4 
.5 



6 
7 
8 
9 




38 



.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
39.0 

.1 
.2 
.3 
.4 
.5 

.6 
.7 
.8 
.9 
40.0 



Triangular 

Part 

Cu.Yd8. 

per 100 Ft. 



6844.50 
6883.56 
6922.72 
6962.00 
7001.39 

7040.89 
7080.50 
7120.22 
7160.06 
7200.00 

7240.06 
7280.22 
7320.50 
7360.89 
7401.39 

7442.00 
7482.72 
7523.56 
7564.50 
7605.56 

7646.72 
7688.00 
7729.39 
7770.89 
7812.50 

7854.22 
7896.06 
7938.00 
7980.06 
8022.22 

8064.50 
8106.89 
8149.39 
8192.00 
8234.72 

8277.56 
&320.50 
8363.56 
8406.72 
8450.00 

8493.39 
8536.89 
8580.50 
8624.22 
8668.06 

8712.00 
8756.06 
8800.22 
8844.50 
8888.89 



Rectangular 

Part 

IFt Crown 

Cu. Y'h. per 

100 Ft. 



Sq. Ft. in 

Cron Secttoa 

Trian^lar 

Part 



130.000 


1848.015 


130.370 


1858.560 


130.741 


1869.135 


131.111 


1879.740 


131.481 


1890.375 


131.852 


1901.040 


132.222 


1911.735 


132.593 


1922.460 


132.963 


1933.215 


133.333 


1944.000 


133.704 


1954.815 


134.074 


1965.660 


134.444 


1976.535 


134.815 


1987.440 


135.185 


1998.375 


135.5.56 


2009.340 


135.926 


2020.335 


136.296 


2031.360 


136.667 


2042.415 


137.0.37 


2053.500 


137.407 


2064.615 


137.778 


2075.760 


138.148 


2086.935 


138.519 


2098.140 


138.889 


2109.375 


139.259 


2120.640 


139.630 


2131.935 


110.000 


2143.260 


110.370 


2154.615 


140.741 


2166.000 


141.111 


2177.415 


141.481 


2188.860 


141.852 


2200.335 


142.222 


2211.840 


142.593 


2223.375 


142.963 


2234.940 


143.333 


2246.535 


113.704 


2258.160 


144.074 


2269.815 


144.444 


2281.500 


144.815 


2293.215 


145.185 


2304.960 


145.556 


2316.735 


145.926 


2.328.540 


146.296 


23-10.375 


146.667 


2352.240 


147.037 


2364.135 


147.407 


2376.060 


147.778 


2388.015 


148.148 


2400.000 



164 CUBIC CON^-X-IENTS OF COMPONENT PARTS OP LEVBB EMBANKMENT 



TA:BI.E IX Side Slopes of Triangular Part H : 1 



VfTtioal Triangular 
IfriKht Part 
In Faei Cu. Ydn. 

per 100 Pt. 

1 


ReetanKular 

pRrt 

1 Ft. Crown 

Cu. Yds. per 

100 Ft 


Sq. Ft. in 

Crass Section 

TrianKulv 

Part 


Vertiml 

HeiKht 

in Feet 


TriwoguUr 

Part 

Cu. Yds. 

per 100 Ft 


Rectangular 

Part 
1 Ft Crown ( 
Cu. Yds. per 
100 Ft 


S 
T 


1 

40.1 { 


1933. 30 


1 
148.519 


2412.015 


45.1 


11300.06 


1 
167.037 


3( 


.2 8978. OO 


148.889 


2424.060 


.2 


11350.22 


167,407 3( 


.3 9022. 7'2 


149.259 


2436.135 


.3 


11400.50 


167.778 3( 


.4 9067.56 


149.630 


2448.240 


.4 


11450.89 


168.148 


3( 


.5 9112.r>0 


150.000 


2460.375 


.5 


11501.39 


168.519 


3 


.6 9157.56 


150.370 


2472.540 


.6 


11552.00 


168.889 


3 


.7 9202.72 


150.741 


2484.735 


.7 


11602.72 


169.259 


3 


.8 9248. OO 


151.111 


2496.960 


.8 


11653.56 


169 630 


3 


.9 9293.39 


151.481 


2509.215 


.9 


11704.50 


170.000 


3 


41.0 


9338.89 


151.852 


2521.500 


46.0 


11755.56 


170.370 


3 


.1 


9384 50 


152.222 


2533.815 


.1 


11806.72 


170.741 


•3 


.2 9430.22 


152.593 


2546.160 


.2 


11858.00 


171.111 : : 


.3 


9476 06 


152.963 


2558.535 


.3 


11909.39 


171.481 1 • 


.4 


9522 00 


153.333 


2570.940 


.4 


11960.89 


171.852 




.5 


9568.06 


153.704 


2583.375 


.5 


12012.50 


172.222 


« 


.6 9614.22 


154.074 


2595.840 


.6 


12064.22 


172.593 ' : 


.7 9660.50 


154.444 


2608.335 


.7 


12116.06 


172.963 


.8 


9706.89 


154.815 


2620 860 


.8 


12168.00 


173.333 




.9 


9753.39 


155.185 


2633.415 


.9 


12220.06 


173.704 


, 


42^0 


9800.00 


155.556 


2646.000 


47.0 


12272.22 


174.074 




.1 


9846.72 


155.926 


2658.615 


.1 


12324.50 


174.444 


.2 


9893.56 


156.296 


2671.260 


.2 


12376.89 


174.815 

1 


.3 


9940.50 


156.667 


2683.935 


.3 


12429.39 


175.185 ' 


.4 


9987 56 


157.037 


2696.640 


.4 


12482.00 


175.556 


.5 10034 72 


157.407 


2709.375 


.5 


12534.72 


175.926 , 


.6 


10082 00 


157.778 


2722.140 


.6 


12587.56 


176.296 i 


.7 


10129.39 


158.148 


2734.935 


.7 


12640.50 


176.667 




.8 


10176.89 


158.519 


2747.760 


.8 


12693.56 


177.037 




.9 


10224 50 


158.889 


2760.615 


.9 


12746.72 


177.407 




43.0 


10272.22 


159.259 


2773.500 


48.0 


12800.00 


177.778 




.1 


10320.06 


159.630 


2786.415 


.1 


12853.39 


178.148 1 


.2 


10368.00 


160.000 


2799.360 


.2 


12906.89 


178.519 ' 


.3 


10416.06 


160.370 


2812.335 


.3 


12960.50 


178.889 




.4 


10464.22 


160.741 


2825.340 


.4 


13014.22 


179.259 




.5 


10512.50 


161.111 


2838.375 


.5 


13068.06 


179.630 


,6 


10560 89 


161.481 


28:il.440 


.6 


i 

13122.00 


180.000 




.7 


10609.39 


161.852 


2861.535 


. / 


13176.06 


180.370 




.8 


10658.00 


162.222 


2877.660 


.8 


13230.22 


180.741 ! 


.9 


10706.72 


162.593 


2890.815 


.9 


13284.50 


181.111 ; 


44.0 j 10755. 5G 


162.963 


2901.000 


49.0 


13338.89 


181.481 




.1 


I 
10804.. 00 


163.333 


2917.215 


.1 


13393.39 


1 
181.852 


.2 


10853 56 


1 163.704 


2930.460 


.2 


13448.00 


182.222 , 


.3 


10902 72 


164.074 


2943.735 


.3 


13502.72 


182.593 




.4 


109.'>2()0 


164 444 


2957.040 


.4 


13557.56 


182.963 




.5 


11001 :i9 


164.815 


2970.375 


.5 


13612.50 


183.333 




.6 


llO.'iO K9 


1 

1 165.185 


2983.740 


.6 


13667.56 


183.704 1 


.7 


11100 50 


165.,'>56 


2997.135 


.7 


13722.72 


184.074 




.« 


11150 22 


165.<r26 


3010.560 


.8 


13778.00 


184.444 




.• 


11200 06 


166.296 


3021.015 


.9 


138.33.39 


184.815 


«.o 


112'iO 00 


166.007 

1 


3037 . ,'>00 


50.0 


1 13888.89 


185.185 



CUBIC CONTENTS OF COMPONENT PARTS OF LEVEE EMBANKMENTS 155 



TABLE IX Side Slopes of Trians^ular Part li : 1 



He«hi 
in Feci 




.6 
.7 
.8 
.9 
52.0 

.1 
.2 
.3 
-4 
-5 

.e 

.8 

.9 

S3.0 

. 1 

.3 

.4 
.5 

.6 
.7 
.8 
.9 
&4.0 

.1 
.2 

.3 
.4 
.!> 

.6 
.7 
.8 
.9 
55. 



] 

; Triugalar 
P*rt 
Cu.Ydi. 
/ per 100 Ft. 


Rectangular 

Part 

1 Ft. Crown 

Cu. Yd*, per 

100 Ft. 


Sq. Ft. in 
CroH SeetioD 
Trianffular 
Part 


Vertical 
Height 
in Feet 


Triangular 

Part 

Cu.Yda. 

per 100 Ft. 


Rectancular 

Part 

1 Ft. Crown 

Cu.Ydi.per 

100 Ft. 


8q. Ftin 

Croti Sertioo 

Trian^vlar 

Part 


/ 13944.50 


185.556 


3765.015 


55 1 


16866.72 


204.074 


4554.015 


/ 14000.22 


185.926 

• 


3780.060 


.2 


16928.00 


204.444 


4.'>70.560 


j S4056.06 


186.296 


3795.135 


.3 


16089.39 


204.815 


4587.135 


f 14112.00 


186.667 


3810.240 


.4 


17050.89 


205.185 


4603.740 


^ 14168.06 


187.037 


3825.375 


.5 


17112.50 


205.556 


4620.375 


14224.22 


187.407 


3840.540 


.6 


17174.22 


205.926 


4637.040 


1.4280.50 


187.778 


3855.735 


.7 


17236.06 


206.296 


4653.735 


1.4336.89 


188.148 


3870.960 


.8 


17298.00 


206.667 


4670.460 


14393.39 


188.519 


3886.215 


.9 


17360.06 


207.037 


4687.215 


:14450.00 


188.889 


3901.500 


56.0 


17422.22 


207.407 


4704.000 


14506.72 


189.259 


3916.815 


.1 


17484.50 


207.778 


4720.815 


14563.56 


189.630 


3932 160 


.2 


17546 89 


208.148 


4737.660 


14620.50 


190.000 


3947.535 


.3 


17600.39 


208.519 


4754.535 


14677.56 


190.370 


3962.940 


.4 


17672.00 


208.889 


4771.440 


1^734.72 


190.741 


3978.375 


.5 


17734.72 


209. 25C 


4788.375 


1^792.00 


191.111 


3993.840 


.6 


17797.56 


209.630 


4805.340 


14849.39 


191.481 


4009.335 


.7 


17860.50 


210.000 


4822.335 


14906.89 


191.852 


4024.860 


.8 


17923.56 


210.370 


4839.360 


14964.50 


192.222 


4040 415 


.9 


17986.72 


210.741 


4856.415 


1 £022.22 


192.593 


4056.000 


57.0 


18050.00 


211.111 


4873.500 


1 £080.06 


192.963 


4071.615 


.1 


18113.39 


211.481 


4890.615 


1. 5138.00 


193.333 


4087.260 


.2 


18176.89 


211.852 


4907.760 


1 5196.06 


103.704 


4102.935 


.3 


18240.50 


212.222 


4924.935 


1 5254.22 


194.074 


4118.640 


.4 


18304.22 


212 593 


4942.140 


1.5312.50 


194.444 


4134.375 


.5 


18368.06 


212.963 


4959.375 


1 5370.89 


194.815 


4150.140 


.6 


18432.00 


213.333 


4976.640 


1. 5429.39 


195.185 


4165.935 


.7 


18496.06 


213.704 


4993.935 


1 5488.00 


195.556 


4181.760 


.8 


18560.22 


214.074 


5011.260 


1.JS546.72 


195.926 


4197.615 


.9 


18624.50 


214.444 


5028.615 


mS€K>5.56 


196.296 


4213.500 


58.0 


18688.89 


214.815 


5046.000 


m5e64.50 


196.667 


4229.415 


.1 


18753.39 


215.185 


5063.415 


mST23.56 


197.037 


4245.360 


.2 


18818.00 


215.556 


5080.860 


:MS-782.72 


197.407 


4261.335 


.3 


18882.72 


215.926 


5098.335 


:MS«42.00 


197.778 


4277.340 


.4 


18947.56 


216.296 


5115.840 


:& ^901.39 


198.148 


4293.375 


.5 


19012.50 


216.667 


5133.375 


1^960.89 


198.519 


4309.440 


.6 


19077.56 


217.037 


5150.940 


1 ^U)20.50 


198.889 


4325.535 


.7 


19142.72 


217.407 


5168.535 


a>^M)80.22 


199.259 


4341.660 


.8 


19208.00 


217.778 


5186.160 


X ^140.06 


199.630 


4357.815 


.9 


19273.39 


218.148 


5203.815 


"■.^$200.00 


200.000 


4374.000 


59.0 


19338.89 


218.519 


5221.500 


^ ^260.06 


200.370 


4390.215 


.1 


19404.. "SO 


218.889 


5239.215 


^B. ^320.22 


200.741 


4406.460 


.2 


19470.22 


219.259 


5256.960 


:». €i380.50 


201.111 


4422.735 


.3 


19536.06 


219.630 


5274.735 


^B. <440.89 


201.481 


4439.040 


.4 


19602.00 


220.000 


5292.540 


:S. <501.39 


201.852 


4455.375 


.5 


19668.06 


220.370 


5310.375 


'X. 6562.00 


202.222 


4471.740 


.6 


19734.22 


220.741 


5328.240 


:■. 6622.72 


202.593 


4488.135 


.7 


19800.50 


221.111 


5346.135 


:B.6683.56 


202.963 


4504.560 


.8 


19866.89 


221.481 , 


5364.060 


16744.50 


203.333 


4521.015 


.9 


19933.39 


221.852 


5382.015 


16805.56 


203.704 


4537.500 


60.0 


20000.00 


222.222 ' 


5^100.000 



150 CUBIC CONTENTS OF COMPONENT PARTS OF LEVEE E30ANKMENT8 



TABLE X Side Slopes of Triangular Part 2 : 1 



Vnikiil 
HH/ht 
in Fcrt 


Trianioilar 

Part 

Cu. Yds. 

per 100 Ft. 


Rcctanfrular 

Part 

1 Ft. Crown 

Cu. Yds. per 

100 Ft. 


Sq. Ft. in 
Crow Section 
TrianKular 
Part 


Vertical 
Height 
in Feet 


TriaofEutar 

Part 

Cu.Yda. 

per 100 Ft. 


Reetaamilar 

Put 

IFt Crown 

Cu. Yda. per 

100 Ft 


Sq.Ftii 

CnmSteSm 

TVianfnhr 

Ptet 


0.1 


0.07 


0.370 


0.02 


5.1 


192.67 


18.889 


52.02 


.2 


0.30 


0.741 


0.08 


.2 


200.30 


19.259 


54.08 


.3 


0.67 


1.111 


0.18 


.3 


208.07 


19.630 


* 56.18 


.4 


1.19 


1.481 


0.32 


.4 


216.00 


20.000 


58.32 


.5 


1.85 


1.852 


0.50 


.5 


224.07 


20.370 


60.50 


.6 


2.67 


2.222 


0.72 


.6 


232.30 


20.741 


62.72 


.7 


3.63 


2.593 


0.98 


.7 


240.67 


21.111 


64.98 


.8 


4.74 


2.963 


1.28 


.8 


249.19 


21.481 


67.28 


.9 


6.00 


3.333 


1.62 


.9 


257.85 


21.852 


69.62 


1.0 


7.41 


3.704 


2.00 


6.0 


266.67 


22.222 


72.00 


.1 


8.96 


4.074 


2.42 


.1 


275.63 


22.593 


74.42 


.2 


10.67 


4.444 


2.88 


.2 


284.74 


22.963 


76.88 


.3 


12.52 


4.815 


3.38 


.3 


294.00 


23.333 


79.38 


.4 


14.52 


5.185 


3.92 


.4 


303.41 


23.704 


81.92 


.5 


16.67 


5.556 


4.50 


.5 


312.96 


24.074 


84.50 


.6 


18.96 


5.926 


5.12 


.6 


322.67 


24.444 


87.12 


.7 


21.41 


6.296 


5.78 


.7 


332.52 


24.815 


89.78 


.8 


24.00 


6.667 


6.48 


.8 


342.52 


25.185 


92.48 


.9 


26.74 


7.037 


7.22 


.9 


352.67 


25.556 


95.22 


2.0 


29.63 


7.407 


8.00 


7.0 


362.96 


25.926 


98.00 


.1 


32.67 


7.778 


8.82 


.1 


373.41 


26.296 


100.82 


.2 


35.85 


8.148 


9.68 


.2 


384.00 


26.667 


103.68 


.3 


39.19 


8.519 


10.58 


.3 


394.74 


27.037 


106.58 


.4 


42.67 


8.889 


11.52 


.4 


405.63 


27.407 


109.52 


.5 


46.30 


9.259 


12.50 


.5 


416.67 


27.778 


112. .')0 


.6 


50.07 


9.630 


13.52 


.6 


427.85 


28.148 


115.52 


.7 


54.00 


10.000 


14.58 


.7 


439.19 


28.519 


118.58 


.8 


58.07 


10.370 


15.68 


.8 


450.67 


28.889 


121.68 


.9 


62.30 


10.741 


16.82 


.9 


462.30 


29.259 


124.82 


3.0 


66.67 


11.111 


18.00 


8.0 


474.07 


29.630 


128.00 


.1 


71.19 


11.481 


19.22 


.1 


486.00 


30.000 


131.22 


.2 


75.85 


11.852 


20.48 


^2 


498.07 


30.370 


134.48 


.3 


80.67 


12.222 


21.78 


.3 


510.30 


30.741 


137.78 


.4 


85.63 


12.593 


23.12 


.4 


522.67 


31.111 


141.12 


.5 


90.74 


12.963 


24.50 


.5 


535.19 


31.481 


144.50 


.6 


96.00 


13.333 


25.92 


.6 


547.85 


31.852 


147.92 


.7 


101.41 


13.704 


27.38 


.7 


560.67 


32.222 


151.38 


.8 


106.96 


14.074 


28.88 


.8 


573.63 


32.593 


154.88 


.9 


112.67 


14.444 


30.42 


.9 


586.74 


32.963 


158.42 


4.0 


118.52 


14.815 


32.00 


9.0 


600.00 


33.333 


162.00 


.1 


124.52 


15.185 


33.62 


.1 


613.41 


33.704 


165.62 


.2 


130.67 


15.556 


35.28 


.2 


626.96 


34.074 


169.28 


.3 


136.96 


15.926 


36.98 


.3 


640.67 


34.444 


172.98 


.4 


143.41 


16.296 


38.72 


.4 


654.52 


34.815 


176.72 


.5 


150.00 


16.667 


40.50 


.5 


668.52 


35.185 


180.50 


.6 


156.74 


17.037 


42.32 


.6 


682.67 


35.556 


184.32 


.7 


163.03 


.17.407 


44.18 


.7 


696.96 


35.926 


188.18 


.8 


170.67 


17.778 


46.08 


.8 


711.41 


36.296 


192.08 


.9 


177.85 


18.148 


48.02 


.9 


726.00 


36.667 


196.02 




^.19 


18.519 


50.00 


10.0 


740.74 


37.037 


200.00 



CUBIC CONTENTS OF COMPONENT FARTS OF LETBB EMBANKMENTS 157 
TABLE X Side Slopes of TrianpiUr Part 2 : 1 





J?: 

m 100 Ft. 


^"£^ 


^ 




Trluinilu 

Plrt 
Cu-Yd-. 
ror 100 Fl. 


Cu. YHi. pa 


Sq.Ft.iFl 




T5S.63 


37 407 


204,02 


15.1 


1C88-9B 


r<i 926 


456.02 




770.67 


37^778 


208^08 


.2 




56.296 


462.08 




785.85 


38.148 


212,18 




1734 00 


56.667 


468.18 




801,19 


38.51B 






1756.74 


57.a37 


474-32 




818.67 


38 889 


220-50 




1779 63 


57.407 


480.50 




S33.30 


39 259 


224.72 




1802.67 


57.778 


486.72 




848.07 


39.630 


22S 98 




1825.85 


.58.148 


492.98 




864.00 


40.000 


233.28 




18-19.19 


.J8.518 


499.28 








237,62 




1872.67 


.■iB.SBg 


.505,62 




89fl.30 


40.741 


242,00 


16.0 


1896.30 


59.259 


512 00 




912.67 


41.111 


246,42 




1920.07 


59,630 


518,42 












1944.00 


00.000 


534 88 




945.85 


41.852 


255.38 












962,67 


42 222 


259,92 




1992,30 


60,741 


.■i37,92 




B70 63 


42 593 


264.50 




2016,67 


61.111 


544.50 




996,74 


42.963 


269,12 




2011,19 


61,481 


.551.13 






43.333 


273.78 




2065.85 


01,852 


557,78 




1031,41 








2090.87 


62.222 


564,48 




1048. B6 


44.074 


28.1.22 












1066.67 


44.444 


288.00 


17^0 


2140.74 


82,963 


578! 00 




1084.52 


44.815 


292,82 




216S.00 


63,333 


584,82 




1102.52 


45,185 


297.68 


'2 1 2191.41 


63 704 


591,68 








302.58 


.3 2216.98 


64.074 


598,58 




1138 96 


45-926 








605,53 




1157,41 


46.29B 


312.50 


.5 2368,52 


64,815 


612,50 




1176,00 


46.667 


317.52 


.6 2294,52 


65.185 


619,52 




1194.74 


47.037 


322.58 










1213.63 


47.407 


327.68 


'b ! 2346.96 


65.926 


633,68 








332.82 


,9 1 2373.41 


66.296 


640,82 


laio 


1251.85 


48.148 


338.00 


18.0 1 2400.00 


66 667 


648.00 




1271.19 


48.519 


343.22 


I 2428.74 


07.037 


655.22 




1290 67 


48.889 




.2 2453.63 


67.407 






1310.30 


49 259 


353] 78 






669-78 




1330 07 


49.630 


353 12 


'4 1 2,^*7! 85 


88.148 


677,12 




1350.00 


50.000 


364 50 


.5 2533,19 


68.519 


084.60 




1370 07 


50.370 


369.92 


.8 2,-,62,R7 


68.889 


891.92 






50.741 


375.38 


.7 2590,30 


69.259 


699.38 




1410-67 


51,111 












1431.19 


51.481 


386.43 


,a 26-16.00 


70.000 


714-42 


14.0 


1451.85 


51.852 


392.00 


19 2671.07 


70.370 


722.00 




1472. B7 


52.222 




1 ■ 2702.30 


70.711 


729.02 




1493.63 


52,593 


403 >J8 


.2 2730,07 


71.111 


737^28 








408.98 


3 1 2759.19 


71 .181 


714,98 




1536.00 






4 2787 . 85 








1S57.4I 


53.704 


430 50 


.5 ; 2816.67 


72.222 


700^50 




1578.96 


54.074 


426. ra 


_ 


72 593 


768.32 




1600.67 


54.444 


432,18 


> ; 2874.74 


72.983 


776,18 




1622.53 


54.81S 


4:18 08 


.8 , 2904 00 


73.333 


784.08 




1644. S2 


55.185 


444.02 


.9 ; 2933.41 




792.02 


is!o 


1666.67 


55.556 


450.00 


20.0 ' 2962-96 


74-074 


800.00 



.: •: -f^t ;. SilENTS 



V ^ ,- 



^ 'fur 1 : I 



t 



w • 

' •4 





1 ■- 




I 


» . 




• • 


; : . •- 




« 
* 


1 . . » 


S 1 


t 


' • 1 1 

■ 1 ■ 


f . 


.J 


» ; ;». 


'.•• 


», 


i »^.:: 


'./ 


. * 


r.i'f 


I'l 


h 


J ,:. » 


/• 1 


.'J 


' J i'.i'j 


«,/■ 


25.0 


: iii.!'j 


(i.l 









-r] 211 
'I I I'.l 

• |' I •■* » 

•c. .'1.; 








■•.'- iT -. i.- 

~ "• 1 


-<;. Ft- ia 

Pkrt 


?■_ •♦■ . . 


12'-0 02 


." I «. 


♦.; ..:.» 


r_'7«» 08 


" 


•'. -.1 


r>o 18 


— - -■ 


-1 ."* 


12'.-]» 32 


,• 


•4 «4 


l?^!':! .tO 


■ .' • " ^ 


•4 ^:" 


1310 72 


-•"' ' > « 


f" :-..s 


I32f) 98 


-." .»: •"" 


r' '.'6 


i:i.;i 28 


■ ♦ - ^, 


V' f--l^ 


1341 62 


- ' • " i. 


>»: !•>: 


13.V2 00 


;*•" r 


■*■ -v.r 


l.i»VJ 12 


*-; *i 


•- -.ir 


1372 88 


^* *• 


>" 4*>r 


138.{ 38 


. ■' *• 


-" "7% 


13!M.92 


■ j •_ «." 


V. 14* 


no I 50 


^ * 


.-■• "19 


1415.12 


'-"^ "!* 


•■• *j!kt* 


Uri 78 


"..•-! :* 


<* J39 


i4:u; 18 


'-.rt " 


» ►^O 


1447 22 


"i-**. •: 


:■.•' c«jo 


1458 00 


T-A*. :* 


:•» 370 


1468 82 


"-.^. :«: 


l'» 741 


1479 68 


' ' • i ~ 


I'll 111 


1 190 58 


'..'•i". ". • 


1:1 P»I 


1.501 52 


>• : •" 


l»'.l 832 


1512 50 


>4- -.- 


: '.ri 222 


1523 52 


-^.: .:.■ 


ICri *>93 


1.5.34 58 


""-* '4 


i':o.9e3 


1515 68 


""-t* • 


I'-3 333 


1.5.51; 82 


'.•« " ;: 


:0.5 70-1 


1568 00 


'.•-i-« >* 


l«'i| 074 


1579 22 


>-•. ■:" 


1«>».I44 


1.59U 48 


• •. 


KM 815 


lf)01 78 


"••"4 *- 


105 185 


1013 12 




lu5.556 


1624 50 


•=....:.■! -: 


U»5 926 


1035 92 




11)6 296 


1047.38 


• ■:« tj 


n:* 667 


1658.88 


-:•.-: ~4 


1«j7.037 


1670 42 


- JLV to 


107.407 


1682 00 


• "** ► "* 


107.778 


1693 62 


• :* ■*'. 


1(18 148 


1705 28 


'.-:> 1* 


K«8 519 


1716 98 


; '■!■".-- '7 


H.18.889 


1728 72 


• ;i»: vj 


109.259 


1710.50 


•'i>«:»A»T 


109.630 


1752.32 


*.r,n en) 


110.000 


1761.18 


^ ^".'l7^.07 


110.370 


1776 08 


. * •>VJ'J 30 


110.741 


1788.02 


;■'.>> r.CHfi TiT 


111.111 


1800.00 



CUBIC CONTENTS OF COMPONENT PARTS OF LFA'EB EMBANKMENTS 159 



TABLE X Side Slopes of Triangular Part 2 : 1 



vertical 

Heischt 

in Feet 


Trianfcular 

Part 

Cu. Yd«. 

per 100 Ft. 


Rectanjtular 

Pari 

I Ft. Crown 

Cu. Yds. per 

100 Ft. 


Sq. Ft. in 
CroBS Section 
Trianjcular 
Part 


Vertical 
Heiirht 
in Feet 


Triangular 

Part 

Cu. Yd"!. 

per 100 Ft. 


Rectangular 

Part 

1 Ft. Crown 

Cu. Yds. per 

100 Ft. 


Sq. Ft. in 

CroflB SecUon 

Trianf^ilar 

Part 


.M}.l 


6711.19 


111.481 


1812.02 


35.1 


9126.00 


130.000 


2464.02 


.2 


6755.85 


111.852 


1824.08 


.2 


9178.07 


130.370 


2478.08 


.3 


6800.67 


112.222 


1836.18 


.3 


9230.30 


130.741 


2492.18 


.4 


6845.63 


112.593 


1848.32 


.4 


9282.67 


131.111 


2506.32 


.5 


6890.74 


112.963 


1860.50 


.5 


9335.19 


131.481 


2520.50 


.6 


6936.00 


113.333 


1872.72 


.6 


9387.85 


131.852 


2534.72 


.7 


6981.41 


113.704 


1884.98 


.7 


9440.67 


132.222 


2548.98 


.8 


7026.96 


114.074 


1897.28 


.8 


9493.63 


132.593 


2563.28 


.9 


7072.67 


114.444 


1909.62 


.9 


9546.74 


132.963 


2577.62 


31.0 


7118.52 


114.815 


1922.00 


36.0 

1 


9600.00 


133.333 


2592.00 


.1 


^164.52 


115.185 


1934.42 


.1 


9653.41 


133.704 


2606.42 


.2 


7210.67 


115.556 


1946.88 


.2 


9706.96 


134.074 


2620.88 


.3 


7256.96 


115.926 


1959.38 


.3 


9760.67 


134.444 


2635.38 


.4 


7303.41 


116.296 


1971.92 


.4 


9814.52 


134.815 


2649.92 


.5 


7350.00 


116.667 


1984.50 


.5 


9868.52 


135.185 


2664.50 


.6 


7396.74 


117.037 


1997.12 


.6 


9922.67 


135.556 


2679.12 


.7 


7443.63 


117.407 


2009.78 


.7 


9976.96 


135.926 


2693.78 


.8 


7490.67 


117.778 


2022.48 


.8 


10031.41 


136.296 


2708.48 


.9 


7537.85 


118.148 


2035.22 


.9 


10086.00 


136.667 


2723.22 


32.0 


7585.19 


118.519 


2048.00 


37.0 


10140.74 


137.037 


2738.00 


.1 


7632.67 


118.889 


2060.82 


.1 


10195.63 


137.407 


2752.82 


.2 


7680.30 


119.259 


2073.68 


.2 


10250.67 


137.778 


2767.68 


.3 


7728.07 


119.630 


2086.58 


.3 


10305.85 


138.148 


2782.58 


.4 


7776.00 


120.000 


2099.52 


.4 


10361 . 19 


138.519 


2797.52 


.5 


7824.07 


120.370 


2112.50 


.5 


10416.67 


138.889 


2812.50 


.6 


7872.30 


120.741 


2125.52 


.6 


10472.30 


139.259 


2827.52 


.7 


7920.67 


121.111 


2138.58 


.7 


10528.07 


139.630 


2842.58 


.8 


7969.19 


121.481 


2151.68 


.8 


10584.00 


140.000 


2857.68 


.9 


8017.85 


121.852 


2164.82 


.9 


10640.07 


140.370 


2872.82 


33.0 


8066.67 


122.222 


2178.00 


38.0 


10696.30 


140.741 


2888.00 


.1 


8115.63 


122.593 


2191.22 


.1 


10752.67 


141.111 


2903.22 


.2 


8164.74 


122.963 


2204.48 


.2 


10809.19 


141.481 


2918.48 


.3 


8214.00 


123.333 


2217.78 


.3 


10865.85 


141.852 


2933.78 


.4 


8263.41 


123.704 


2231.12 


.4 


10922.67 


142.222 


2949.12 


.5 


8312.96 


124.074 


2244.50 


.5 


10979.63 


142.593 


2964.50 


.6 


8362.67 


124.444 


2257.92 


.6 


11036.74 


142.963 


2979.92 


.7 


8412.52 


124.815 


2271.38 


.7 


11094.00 


143.333 


2995.38 


.8 


8462.52 


125.185 


2284.88 


.8 


11151.41 


143.704 


3010.88 


.9 


8512.67 


125.5.56 


2298.42 


.9 


11208.96 


144.074 


3026.42 


34.0 


8562.96 


125.926 


2312.00 


39.0 


11266.67 


144.444 


3012.00 


.1 


8613.41 


126.296 


2325.62 


.1 


11324.52 


144.815 


3057.62 


.2 


8664.00 


126.667 


2339.28 


.2 


11382.52 


145.185 


3073 . 28 


.3 


8714.74 


127.037 


2352.98 


.3 


11440.67 


145.556 


3088.98 


.4 


8765.63 


127.407 


2366.72 


.4 


11498.96 


145.926 


3104.72 


.5 


8816.67 


127.778 


2380.50 


.5 


11557.41 


146.296 


3120.50 


.6 


8867.85 


128.148 


2394.32 


.6 


11616.00 


146.667 


3136.32 


.7 


8919.19 


128.519 


2408.18 


.7 


11674.74 


147.037 


31.52.18 


.8 


8970.67 


128.889 


2422.08 


.8 


11733.63 


147.407 


3168.08 


.9 


9022.30 


129.259 


2436.02 


.9 


11792.67 


147.778 


3184.02 


35.0 


9074.07 


129.630 


2450.00 


40.0 


11851.85 


148.148 


3200.00 



100 CUBIC CONTKNTS OP COMPOXEKT FABTS O? LETEE EHUSKXBIia 
TABLR X Side Slopes of Triangular Put 2 : 1 



I2&12.6T 
l'^&73.6; 
12n34 74 











',~~ 





Pin 

1 Fl. Cfom, 

Cu. yd*. p« 




m 


PvIQDFl 


i^oUi 

100 fL ; 


^ 


148.519 


3216.02 


45.1 


i50W.74 


1«7.0J7 


4068.01 


148.S89 


3332.08 




15133.63 


167.407 


4aw« 


I49.25B 






■5300.67 


I67.77t 1 


4104.18 


l«,fl30 


3264.32 




i»67.SS 


168.148 


4133.32 


ISO.OOO 


3380.50 




I533S.19 


168. SM , 


4140.50 


150.370 


3296.72 




I54a9.«7 


iM.sag 


4158.72 


150.741 


3312.98 




15470.30 


169.259 


4176.98 


IM.llI 


3329.38 




15538.07 


169 630 


4195.28 


ISl ,481 


3345.82 




15606.00 


17O.O0D 


4213 62 


151.853 


3382.00 


46^0 


15674.07 


170.370 


4232 00 


152.223 


3378.42 




15742 30 


170.741 


4350 42 


152 503 


3394.88 




1581067 


171.111 


4368 88 


152.963 


3411.38 




15879.19 


171.481 


42S7 38 


153.333 


3437.92 




159(7.85 


171. Ka 


4303.92 


153,704 


3444 50 




16016.67 


172 323 


4324.50 


154.074 


3461.12 




16085.63 


173 593 


4343 12 


IM.444 


3477 78 




16154.74 


172.983 


4361.78 


154.815 


3494.48 




16224.00 


173,333 


4380.48 


I5S-185 


3511.23 




16293.41 


173.704 


4399 22 


155.556 


3528.00 


47 


16362.96 


174,074 


4418.00 


155.926 


3544 83 




16433.67 


174,444 


4436.82 


156.396 


3561.68 




16502.53 


174,815 


4455.68 


156.667 


3578.58 




1«S72,52 


175.185 


4474. SS 




3595.52 




16643.67 


175,556 


4493.52 


157.407 


3612.50 




16712.96 


175.9M 


4512.50 


,„.™ 


3629,52 




16783.41 


176 296 


4531.52 


158.148 


3646.58 




16854,00 




4550.58 


158.519 


3663.68 




16924.74 


177,037 


4569.68 


158.839 


3680.83 




16995.63 


177.407 


4588.83 


159.259 


3698.00 


48'o 


17066.67 


177,778 


4608.00 


159.630 


3715.22 




17137 85 


178.148 


4627.22 




3-33,48 




17209.19 


178.519 


4646.48 


160.370 


3749,78 




17280 67 


178.889 


4665.78 


160.741 


3767.12 




17352,30 


179.359 


4685.12 


161,111 


37M 50 




17424.07 


179.630 


4704.50 


161 481 


3301.92 




17496.00 


180.000 


4723.92 




3819.38 




17568,07 


180,370 


4743.38 


162.223 


3836.88 




17640 30 


180.741 


4762.88 


162.583 


3854.42 






181.111 


4783.42 


162.963 


3872.00 


49,0 


17785 19 


181.481 


4802 00 


163 333 


3HS9 62 




17857.85 


181.852 


4821 .62 


ia3.7CM 


J907.28 






182.323 


4841.28 




39'J4.98 




18003,63 




4860.98 


1B4.444 


3912.72 




18076.74 


182.963 


4880.72 


161.815 


3960.50 


.5 


18150,00 


183,333 


4900.50 


165.185 


3978.32 




18223.41 


183.704 


4920 32 


185.556 


3996.18 




18396,96 


181.074 


4940 IK 


165.926 


4014.08 




18370.67 


184.441 


4960 08 


186.296 


4032.02 




18444.53 


181 815 


4980.02 


166.667 


4050.00 


iOO 


18518.52 


185.185 


5000.00 



CUBIC COXTEXTS OF COMPONENT PARTS OF LEVEE EMBANKMENTS 161 



TABLE X Side Slopes of Triangular Part 2 : 1 



ertieal 


TrianguUr 


RectanguUr 
Part 


Sq.Ftin 


Vertioal 


Triaoculsr 


Reetangokr 
Part 


Sq.Ftin 
Croei Seetkm 


leigbt 


Port 


I Ft. Crown 


Cross Section 


Height 


Part 


1 Ft. Crown 


iFeet 


Cu. Yda. 


Cu. Yds. per 


Trisngular 


in Feet 


Cu.Y*. 


Cn. Yds. per 


Triangular 




per 100 Ft. 


100 Ft. 


Part 




per 100 Ft 


100 Ft. 


Part 


50.1 


18592.67 


185.556 


5020.02 


55.1 


22488.96 


204.074 


6072.02 


.2 


18666.96 


185.926 


5040.08 


.2 


22570.67 


204.444 


6094.08 


.3 


18741 .41 


186.296 


5060.18 


.3 


22652.52 


204.815 


6116.18 


.4 


18816.00 


186.667 


5080.32 


.4 


22734.52 


205.185 


6138.32 


.5 


18890.74 


187.037 


5100.50 


.5 


22816.67 


205.556 


6160.50 


.6 


18965.63 


187.407 


5120.72 


.6 


22898.96 


205.926 


6182.72 


.7 


19040.67 


187.778 


5140.98 


.7 


22981.41 


206.296 


6204.98 


.8 


19115.85 


188.148 


5161.28 


.8 


23064.00 


206.667 


6227.28 


.9 


19191.19 


188.519 


5181.62 


.9 


23146.74 


207.037 


6249.62 


51.0 


19266.67 


188.889 


5202.00 


56.0 


23229.63 


207.407 


6272.00 


.1 


19:^42.30 


189.259 


5222.42 


.1 


23312.67 


207.778 


6294.42 


.2 


19418.07 


189.630 


5242.88 


.2 


23395.85 


208.148 


6316.88 


.3 


19494 00 


190.000 


5263.38 


.3 


23479.19 


208.519 


6339.38 


.4 


19570.07 


190.370 


5283.92 


.4 


23562.67 


208.889 


6361.92 


.5 


19646.30 


190.741 


5304.50 


.5 


23646.30 


209.259 


6384.50 


.6 


19722.67 


191.111 


5325.12 


.6 


23730.07 


209.630 


6407.12 


.7 


19799.19 


191.481 


5345.78 


.7 


23814.00 


210.000 


6429.78 


.8 


19875.85 


191.852 


5366.48 


.8 


23898.07 


210.370 


6452.48 


.9 


19952.67 


192.222 


5387.22 


.9 


23982.30 


210.741 


6475.22 


52.0 


20029.63 


192.593 


5408.00 


57.0 


24066.67 


211.111 


6498.00 


.1 


20106.74 


192.963 


5428.82 


.1 


24151.19 


211.481 


6520.82 


.2 


20184.00 


193.333 


5449.68 


.2 


24235.85 


211.852> 


6543.68 


.3 


20261.41 


193.704 


5470.58 


.3 


24320.67 


212.222 


6566.58 


.4 


20338.96 


194.074 


5491.52 


.4 


24405.63 


212.593 


6589.52 


.5 


20416.67 


194.444 


5512.50 


.5 


24490.74 


212.963 


6612.50 


.6 


20494.52 


194.815 


5533.52 


.6 


24576.00 


213.333 


6635.52 


.7 


20572.52 


195.185 


5554.58 


.7 


24661.41 


213.704 


6658.58 


.8 


20650.67 


195.556 


5575.68 


.8 


24746.96 


214.074 


6681.68 


.9 


20728.96 


195.926 


5596.82 


.9 


24832.67 


214.444 


6704.82 


53.0 


20807.41 


196.296 


5618.00 


58.0 


24918.52 


214.815 


6728.00 


.1 


20886.00 


196.667 


5639.22 


.1 


25004.52 


215.185 


6751.22 


.2 


20964.74 


197.037 


5660.48 


.2 


25090.67 


215.556 


6774.48 


.3 


21043.63 


197.407 


5681.78 


.3 


25176.96 


215.926 


6797.78 


.4 


21122.67 


197.778 


5703.12 


.4 


25263.41 


216.296 


6821.12 


.5 


21201.85 


198.148 


5724.50 


.5 


25350.00 


216.667 


6844.50 


.6 


21281.19 


198.519 


5745.92 


.6 


25436.74 


217.037 


6867.92 


.7 


21360.67 


198.889 


5767.38 


.7 


25523.63 


217.407 


6891.38 


.8 


21440.30 


199.259 


5788.88 


.8 


2.5610.67 


217.778 


6914.88 


.9 


21520.07 


199.630 


5810.42 


.9 


25697.85 


218.148 


6938.42 


54.0 


21600.00 


200.000 


5832.00 


59.0 


25785.19 


218.519 


6962.00 


.1 


21680.07 


200.370 


5853.62 


.1 


25872.67 


218.889 


6985.62 


.2 


21760.30 


200.741 


5875.28 


.2 


25960.30 


219.259 


7009.28 


.3 


21840.67 


201.111 


5896.98 


.3 


26048.07 


219.630 


7032.98 


.4 


21921.19 


201.481 


5918.72 


.4 


26136.00 


220.000 


7056.72 


.5 


22001.85 


201.852 


5940.50 


.5 


26224.07 


220.370 


7080.50 


.6 


22082.67 


202.222 


5962.32 


.6 


26312.30 


220.741 


7104.32 


.7 


22163.63 


202.593 


5984.18 


.7 


26400.67 


221.111 


7128.18 


.8 


22244.74 


202.963 


6006.08 


.8 


26489.19 


221.481 


7152.08 


.9 


22326.00 


203.333 


6028.02 


.9 


26577.85 


221.852 


7176.02 


55.0 


22407.41 


203.704 


6050.00 


60.0 


26666.67 


222.222 


7200.00 



162 CCBIC COXTESTS OP COMPONENT PABTS OF LEVEE EUBANKMl 

TABLE XI Side Slopes of Trianrilu- Part 3 : I 







iFi, Cnm 

Cq.yi-.pct 

100 Fl. 




ibFM 


pwlOOFL 


BBUMDkr 


iaFwi 


FbI 


O.I 


0.11 


0.370 


0.03 


5-1 


289-00 


18-888 




O.M 


0.741 


0.12 




300-44 


18.250 




l.OD 


l.ltl 


0.27 




3t2.ll 


19.630 




1.78 


1.481 


048 




324-00 


20.000 




2.78 


1.852 


0-75 




336.11 


20.370 




4. 00 


2.222 


1.06 




348-44 


20.741 




6.44 


2.583 


1.47 




361.00 


21.111 




7.11 


2.963 


1.92 




373-78 


21.481 




•.00 


3.333 


2.43 




386.78 


21.852 


1.0 


11.11 


3.704 


3.00 


6-0 


400.00 


22-222 




13.44 


4.074 


3-63 




413 44 


22.593 








4.32 




427,11 


22-963 




18. 7S 


4.815 


5-07 




441 00 


23.333 




21,78 


5.185 


5-88 






23.704 






5 S5S 


6.75 




469-44 


24.074 




28.44 


6,826 


7.68 




484.00 


24.444 






6.296 


8 67 




488.78 


24.815 




36,00 


6.667 


9.72 




513.78 


2.1.185 




40. 11 


7.037 


10.83 




529.00 


25.556 


2.0 


44.44 


7.407 


12.00 


7!o 


544.44 


25.926 




48 00 


7.778 


13.33 




560.11 


29.286 




53,78 


8-148 


14 52 




576 00 


26.667 






8-51B 


15 87 




592-11 


27.037 




64.00 


8-889 


17.28 




608.44 


27.407 




«9.44 


g.25B 


18.75 




625.00 


27-778 




75.11 


e 630 


20,28 




641,78 


28.148 




HI. 00 


lO^OOO 






658. 7S 


2a!518 




87.11 


10,370 


23-52 




676.00 


28.889 




93 44 




25.23 




693,44 




3^0 


100.00 


11.111 


27.00 


8-0 


711.11 


29.630 




106.78 


11 481 


28-83 




729.00 


30.000 




113.78 


11.852 






747.11 


30.370 




121.00 


12.222 


32.67 






30.741 






12-593 


34 68 






31.111 


.5 


138 11 


12-963 


36.75 




802,78 


31.481 




144.00 


13.333 


38.88 




821.78 


31-852 




152,11 


13-704 


41.07 




841-00 


32.222 




160.41 


14.074 






WW- 44 


32.593 




160.00 


14-444 


45.63 






32-963 


4.0 


177.78 


14.815 


48.00 


9,0 


900.00 


33.333 




186.78 


15-185 


50.43 




920.11 


33.704 




196.00 




52-82 






34.074 




205.44 








861,00 


34,444 




215.11 


16.286 


58,08 




881,78 


34.815 


" 


225.00 


ie.667 


"" 




1002.78 


35.185 




235.11 


17.037 


63,48 




1024-00 


35.566 




245.44 


17.407 


66.27 






35.828 




256.00 


17.778 


69.12 




1067.11 


36.296 




266.78 


18.148 


72.03 




1088.00 


36.667 


6-0 


277.78 


18.618 


75.00 


10.0 


1111.11 


37. CW 



CCBIC CONTEXTS OF COMPONENT PAET3 OF LEVEE EMBANKMENTS 163 



/" 


TABL 


B XI E 


ide Slopes 


of Tri«ng 


iilMPart 


3 ; 1 






Put 




m 


Trungulu 
ptr ion Ft, 


lFl.C™«n 

Cu-Yda-per 

100 Fl, 




">, 


/ 1133. « 


37.407 


306.03 


15.1 


2533.44 


55,626 


684,03 


.3 


/ 1158.00 


37,778 


312,12 




2567,11 




693,12 




/ 1178.78 


38.148 


318.27 




2601.00 


56,667 


702,27 




f 12CI.78 


38.519 






2635,11 


57,037 


711,48 


■5 


1225.00 


38,880 


330,75 




2669,44 


57,407 


720,75 


-6 


124S.U 


39.259 


337.08 




2704,00 


57,778 


730,08 


1372.11 


39.630 


343,47 




2738.78 


58,148 


739,47 


-8 


12M.O0 


40.000 


349.82 






58,519 


748,92 


J320.ll 


40.370 


356,43 




2809.00 


58,889 


758,43 


Mo 


1344.*4 


40.741 


363.00 


ifl!o 


2844,44 


59.259 


768,00 


-J 


138B,00 


41.111 


369 63 




2880,11 


59.630 


777.63 


X 393.78 




376.32 




2916.00 


60,000 


787,32 




% 418 78 


41,8.'i2 


383.07 








797,07 




X4M.00 


43.222 


3Sg.88 




2988,44 


60.741 


806,88 


'.5 


1 409.44 


42.593 


396.75 




3025.00 






.6 


a 495- 11 


42.963 


403,68 




3061.78 


61.481 


826.68 


,7 


xsai.oo 


43.333 


410.67 




3098.78 


61.852 


836.67 


.a 


XS47.il 


43,704 


417.72 




3136.00 


62.222 




.» 


XS73.44 


44.074 


424.83 




3173.44 


62 593 


8.'.6.B3 


12.0 


X8O0.00 


44,444 


432,00 


17,0 


3211.11 


62.963 


867 00 


.] 


1626.78 


44,815 


439,23 




3246.00 


63.333 


877.23 


.3 


1653.78 


45,185 


44e,52 




3287.11 


63.704 


887,52 




1S81.00 


45,556 






3325.44 


64.074 


897.87 




17CW.44 


45,920 


461.28 




3364.00 




908.28 


s 


17M.11 


46.296 


468,75 




3403. 7S 


04.815 


618,75 


.6 


X7M.O0 


46,067 


476,28 




3441.78 


65.185 


929 28 




1-702.11 


47^037 


483,87 






65,556 


839,87 


.8 


1820.44 


47.407 


491.52 




3620.44 


65.826 


650,52 


,» 


1«4».00 




499,23 




3560.11 




661,23 


3.0 


1*77.78 


48,148 


507.00 


ie!o 


3600,00 


66.667 


672.00 


.1 


X 906.78 


48,519 


514 83 




3640.11 


67.037 


982.83 


.2 


m-936.00 


48,889 


.S22,72 




36S0.44 


67.407 




-S 


a«5.44 


40,259 


530,67 








1004! 67 


.4 


X. 095.11 


46,030 


538.68 




3761.78 


68 148 


1015,68 


.5 


sim.ao 


50,000 


.S46,75 




3802.78 


68.519 


1026 75 


.ft 


■=055.11 


50,370 


554.88 




3844,00 


68.889 


1037.88 


.7 


-=3065.44 


50,741 






3885,44 


69,259 


1016.07 


.« 


■=2116.00 


51,111 


571.32 




3627,11 






.a 


5146.78 


51.481 


570.63 




3S60.00 


70,000 


lOTl'63 


14.0 


SI 77. 78 


51.852 


588.00 


19.0 


4011.11 


70,370 


1083.00 


.1 


SaO9.00 


53.322 


596.43 




4053.44 


70 741 


1084.43 


.3 


3240.44 


53,593 


604,92 




4096,00 


71,111 


1105.B2 


.3 


=1372.11 


52.963 


613.47 




4138.78 


71,481 


1117.47 


.4 


3304.00 


53,333 


622.08 




4181.78 




1129.08 


.5 


3336,11 


53.704 


630,75 




4225.00 


72.222 


1140.75 


.6 


33«8.44 


54.074 


639,48 




4268,44 


73.563 


1152 48 




a*oi.oo 


54.444 


648,27 






72.863 


1164.37 


.8 


a*33,78 


54.815 






4356,00 


73 333 


1176,12 


.» 


3'«e6.78 


65.185 


606,03 




4400,11 


73,704 


1188,03 


15, 


assoo.oo 


S5.556 


675.00 


2o!o 




74,074 


1200.00 



164 CUBIC CONTENTS OP COMPONENT PAKT8 OF LEVEE EUBAKKMEN1B 





TABLE XI Side Slopes of Triangulw Part 


3 : 1 




,l« 


Cu.Yds. 

twlCOFt. 


"-iS'^ 


Sq.Pt. in 


VorUol 


pwlMFt 


''^Sr 


^ 


20.1 


4489.00 


74444 


1212.03 


35.1 


7000.11 


92.963 


isw.n 


.2 


4533.78 


74.815 


1224.12 




7056,00 


93.333 


i9iB.n 


.3 


4578,78 


75.185 


1236,27 


.3 




93.704 


1920.2J 




4624.00 








7168,44 


94.074 


19SS.U 


.5 


4669.44 


75.926 


1260,75 




7225,00 


94.444 


1930,TJ 


-B 


4715.11 


7B,2a« 


1273,08 




7281,78 


94.815 


19U.0I 


■J 


4761.00 


76,667 






7338.78 


95.185 


1981,47 


'.a 


4S07.11 


77 037 


1297,92 




7396.00 


95.55« 


i9«tn 




4853,44 


77,407 


1310-43 




7453,44 


95.920 


2012.43 


2i!o 


4900.00 


77,778 


1323.00 


26 '0 


7511.11 


»6.21» 


2038,00 


J 


4948 78 


78.148 


1335 63 




7569.00 


96.667 


2043,61 


.2 


4993.78 




1348.32 




7627.11 


97.037 


2059,32 


.3 


5041,00 


7B.88B 


1361.07 




7685.44 


97,407 


2075 07 






79,2.'.9 


1373.88 






97.778 


2090 81 


,5 


5136,11 


79.630 


13Se,75 




7802.78 


98,148 


2106.7S 


,6 


5184,00 


80.000 


1399.68 




7861.78 


98.519 


2122,66 






80,370 


1412.67 




7921.00 


98.889 


2138.67 


.8 


S280,44 


80.741 


1425,72 




7980.44 


99.259 


2154,71 


,9 


5329,00 


81.111. 


1438,83 




8040 11 


99.630 


2170 83 


23.0 


5377,78 


ei 481 


1452.00 


a7!o 


8100.00 


100,000 


2187.00 


.1 


5426,78 


SI, 852 


146,5.23 




8160.11 


100.370 


2203,21 


.2 


5476,00 


82,222 


1478,52 






100.741 


2219,52 








1491,87 




S281 00 


101.111 


2335.87 


.4 


5575] 11 


82,963 






8341.78 


101.481 


2252.31 


.5 


5625,00 


83,333 


1518,75 




8102.78 


101 .853 


2268,75 


.6 


5675,11 


83 704 


1532,28 




8464.00 


102.222 


2285.21 




5725.44 


84^074 






8525.44 


102.593 


2301.S7 


.8 




8.1,444 


15.59.52 






102.963 


2318.52 




5H26,7R 




1573,23 




8649.00 


103.333 


2335-33 


23.0 


5B77,78 


85,185 


1587,00 


28,0 


8711 11 


103 704 


2352.00 


, 


5929 00 


..•,.» 


1600.83 




8773.44 


104 074 


2.W8B3 




^980,41 








8838.00 


10J.444 


2385,72 




6032.11 


86.296 


ln'iH.67 




8898.78 


104.815 


2402 67 






86,667 


1642. 6S 








3419,68 


.5 


0135.11 


87.037 


1656,75 




902.5.00 


105.558 


2-136,75 


.6 


6188 44 


87 407 


1670.88 




9088 41 


105.926 


2453 88 








1085.07 




9152.11 




2471 .07 




8203.78 


88.148 






9216.00 


106.667 


3188.31 


.9 


6346.78 


88 519 


1713.63 






107.037 


2.505.63 


24. D 


6400.00 


88.8Sg 


1728,00 


29,0 


9344 44 


107,407 


3523.00 


1 


8453.44 


89.259 


1742.43 




9409 00 


107 778 


3540,43 


^2 




89.630 


17,56.92 






108 14S 


2557.92 








1771.47 




9538.78 


108.519 


3575.47 


.4 


BH15.I1 




1786,08 




9004.00 


108,889 


3593.08 


.5 


BB69.-14 


90.741 


1SO0.75 




9669.44 


109-259 


2610.75 


a 


6724. t» 


91 111 


1S15 48 




9733.11 


109,630 


2628.48 


.7 


6778 78 


9l'481 






9801.00 


110.000 


3646.37 


.a 




91.852 


1845!l2 








3064.13 






92.222 


1860,03 




9933.44 


110,741 


2683.03 


25.0 


8914.41 


92.593 


1875.00 


3o!o 


10000.00 


111.111 


3700.00 



CUBIC COKTElfTS OF COMPOyENI PAKT8 OP LETEE BMBAKKMENTS 165 
TABLE XI Side Slopes of TrianEuUr Part 8 : 1 



m 


Cu.Y(l». 
[w 100 Ft 


HMUnntar 
Put 

iooFt™ 


Sq.7t.iD 
CnmSntioD 

Pun 


HeUit 
inFMt 


Cu-Yd.. 
per 100 FL 


:sr. 

Cu. Ydi per 
100 Ft, 


&i.Fi.b. 
CnmSemioD 


30.1 


10066.78 


111.481 


2718.03 


35.1 


13689.00 


130.000 


3696.03 


.2 


10133.78 


Itl.852 


2736.12 


.3 


13767.11 


130.370 


3717.12 


.3 


10301.00 


112-222 


2754.27 




13845.44 




.1738.27 


.4 


10268,44 


112-693 


2772.48 




13934.00 


131-111 


3759.48 


.5 


1033B.11 


112.963 


2790.75 




14002.78 


131.481 


3780.75 


.6 


10404.00 


113.333 


2809.08 




14081.78 


131.852 


3802.08 


.7 


10472.11 


113.704 


2827.47 




14161.00 


132.222 


3823.47 


.8 


10540.44 


114.074 


2845.92 




14340.44 


132.593 


3844.92 


.9 


10609.00 


114.444 


2864.43 




14330.11 


132.963 


3866.43 


31.0 


10677.78 


114.815 


3883.00 


38!o 


14400.00 


133.333 


3888.00 


.1 


10746.78 


IIS. 185 


2901.63 




14480.11 


13.3.704 


3909.63 


.2 


losie.oo 


115.556 


2920.32 




14560.44 


134,074 


3931.33 


.3 


I0SS.S.44 


115.926 


2939.07 




14641.00 


134.444 


3953.07 


.4 


tOW&.ll 


116.296 


3957.88 








3974.88 


.5 


II035.0O 


116.667 


2976.75 




14802.78 


135,186 


3996.75 


.« 


1109S.11 


117.037 


2995.68 




14884.00 


135.556 


4018.68 


.7 


I1IQS.44 


117.407 


3014.67 








4040.67 




11336.00 


117.778 






15047.11 


136.296 


4062.73 


.9 


11306.78 


118.148 


3052.83 




15179,00 


136.667 


4084.83 


33.0 


11377.78 


118.519 


3072.00 


37-0 


15311.11 


137.037 


4107.00 


.1 


11449.00 


118.889 


3091.23 




15293.44 


137.407 


4139-23 


.2 


11520.44 


119.259 


3110.52 




15376.00 




4151.52 


.3 


11592.11 


119.630 


3129.87 




15458.78 


138.148 


4173.87 


.4 


11664.00 


120.000 


3149.28 




15541-78 


138.519 


4196.28 


.5 


11736.11 


120.370 


3168.75 




15625.00 


138.889 


4318-75 


.6 


11808-44 


120.741 


3188,28 




15708.44 


139.259 


4341.38 


.7 


11881.00 


121.111 


3207.87 




15792.11 


139.630 


4263.87 


.8 


11953.78 


121.481 


3227.52 








4286,53 






121.852 






15960.11 


140.-170 


4309,33 


33.0 


12100.00 


122.222 


3267] 00 


38-0 


16044-44 


140,741 


4332.00 


., 


12173.44 


122. 5S3 


3286.83 




16139,00 


141.111 


4354.83 




12247.11 


122.863 


3306,72 




16213.78 


141.481 


4377.72 


^3 


12321.00 


123.333 


3326.67 




16298.78 


141.8.52 


4400,67 


.4 


12395.11 


123.704 


3346.68 




16384.00 


142.232 




.5 


12469.44 


124,074 


3366.75 




16409.44 


142.593 


4446.75 


.8 


12544 00 


124,444 


3386 88 




I65,W.1I 


142.963 


4469.88 




12618.78 


124.815 






16641.00 


143.. 133 


4493.07 




12693.78 


125. IS5 


3427.32 




16727.11 


143.704 


4516.32 


.9 


12769.00 


125.556 


3447,63 




16813.44 




4539.63 


34.0 


12844.44 


125,926 


3468.00 


39^0 


16900,00 


144.444 


4563,00 


1 


12920.11 


126.296 


3488,43 




16986 78 


144 815 


4586.43 


.2 


12996.00 




3508.02 




17073,78 


145.185 


4609,92 


.3 




127,037 






I716l.no 


14,1. r.D6 


4633.47 


.4 


13148.44 


127.407 


3500.08 






145.920 


4657.08 


-5 


13225.00 


127.778 


35T0.75 




1T336.1I 


146.296 


.1680.75 


a 


13301,78 


128.148 


3591.48 




17424.00 


146.667 


4704.48 


.7 


13378.78 


12S.519 


3612,27 




17512.11 




4728.27 


.8 


13456.00 








17600.44 


147.407 


4752,12 


.9 


13533.44 


129.259 


3654.03 




17689,00 


147.778 


4776.03 


3&.0 


13611.11 


129.630 


3675-00 


40,0 


17777.78 


148.148 


4800.00 



166 CUBIC CONTENTS OP COMPONENT PABTS OF LETEB BHBANKlCElfTS 
TABLE XI Side Slopes of Triancular Part S : 1 



s 


Cu. Ydi. 
pwlOOFt. 


1 Pt. Cti,™ 

Co. Vcbi. per 

100 Fl. 




Va-.ieil 


TrwicuUf 

C^<li. 
IwlOOFt. 


lFt.Cnnni 


^ 


40.1 


17866,78 


118,519 


4824.03 


45,1 


22000.11 


167.037 


6103.03 


.2 


179M,O0 




4848,12 


,2 






fll2».U 


.3 


I8(M5.M 


149.259 


4872.27 


.3 


22801,00 


1«7,778 


6156-27 


.4 


18135.11 


149.830 


4896.48 




22901.78 


ias.148 


6t83.«a 


.5 


18225.00 


150.000 


4920.75 


.5 


23002.78 


168.519 


6210. 75 


.8 


18315.11 


150,370 


4945.08 


a 


23104.00 


168.889 


6238.08 


.7 


18405.44 


150.741 


496B.47 




23205,44 


169.359 


6205.47 




18486.00 


151.111 


4993.92 


.8 


23307.lt 


160.830 


6303-93 


.9 


18586,78 


151,481 


5018.43 




23409-00 


170.000 


6320.43 


4t 


18S77.78 


151.852 


5043.00 


46.0 


235)1. 11 


170.370 


6348,00 


.1 


18769.00 


152.222 


5067.63 


.1 


23613.44 


170.741 


S375.aS 


.2 


18860.44 


152.593 


5092.32 


.2 


23716-00 


171.111 


6403,33 


.3 


18952,11 


152,963 


5117.07 


,3 


23818.78 


171.481 






19044.00 


153 333 


5141,88 




23921,78 


171.852 


6458. U 


is 


19136,11 


153.704 


5160.75 


.5 


24025.00 


173.223 


6488-73 


B 


19228 44 


154.074 


5191.68 


6 


24128-44 


172.593 


6514.68 


.7 


1932r00 


154.444 


5216.67 


.7 


24232.11 


172.903 


6543.67 


.8 


19413,73 


154-815 


5241.72 


.8 




173.333 


6570.73 






155.185 


5266,83 


.9 


24440.11 


173.704 


6598. U 


42"0 


lOBOoioO 


155.556 


5292,00 


47.0 


24544.44 


174,074 


e«37.(n 


, 


19093 44 


155.926 


5317,23 


.1 


24649.00 


174.444 


6655-33 


.2 


19787 J 1 


156.298 


5342.52 


,2 


24753.78 


174-815 


6683.53 


.3 




156,667 


5367.87 




24858,78 




0711.87 




19975. U 




5393.28 




24964.00 


175^ 556 


6740.38 


'5 


20069.44 


157.407 


5418.75 


'5 


25069.44 


175.926 


6768.75 


B 


20164.00 


157,778 


5444,28 


.8 


25175.11 


176.296 


6797.38 


.7 


20258.78 


158.148 


.M69.87 




25281,00 


176.667 


0835.87 


.8 


20353,78 


158.519 


5495.52 




25387.11 


177.037 


6854.53 




3044B.00 


158,889 


5521.23 




25493,44 


177.407 


6883.33 


43^0 


20544,44 


159.259 


5547,00 


48.0 


25600.00 


177-778 


6913.00 


, 


20S40.11 


■»,™ 


5572.83 


.1 


25706.78 


178 148 


6040.83 


.2 


20736,00 


160.000 


5598.72 


.2 


25813.78 


178,519 


6969.72 


.3 


20832,11 


160.370 


562.1.67 


,3 


25921.00 


178,889 


6998.87 




20928.44 


160.741 


5650.63 




28028.44 


179.259 


7037.68 


.5 


21025.00 


IBl.lll 


5676.75 


.5 


28138 11 


179.630 


7056. ra 


B 


21121.78 


181,481 


5702.88 


.6 


26244-00 


180.000 


7085.88 


.7 


2121s. 73 


161.852 


5729.07 




28352.11 


180.370 


7115.07 


.8 


21316,00 


163.222 


5755,32 


'8 


26460.44 


180,741 


7144.33 




21413.44 


102,593 


.5781.63 




26^,69.00 


181.111 


7173.61 


44^0 


21511.11 


182.963 


5808-00 


49 


26677.78 


181.481 


7203.00 


J 


21609.00 


163.333 


5834.43 


.1 


26786.78 


181.852 


7232.43 




21707. M 


163.704 


5860-92 


.2 


26896.00 


182.222 


7261.03 


.3 


21805.44 


1M.074 


5887.47 


.3 


27005.44 


182-593 


7201.47 




21904,00 


164.444 


5914.08 


.4 


27115,11 


182.963 


7331 .0« 


.5 


™».7. 




5940.75 


.5 


2722S.0O 


183 333 


7350.n 


.6 


22101.78 


165.185 


5967,48 


.6 


27335.11 


183-704 


73S0.4S 




22201.00 


165.556 


5994-27 


.7 


27445.44 


184.074 


7410.27 


'.a 


22300.44 


165.828 


8021,12 




27556.00 


1S4.444 


7440.13 




"2400.11 


166.296 


6048.03 


.9 


27866.78 


184.815 


7470.08 




wo.oo 


166.667 


8075,00 


50.0 


27777.78 


185.183 


7500.00 



CDBIC C0NTKNT3 OF COMPONENT PARTS OF LEVEE SMBAN'KUENTS 167 

TABLE XI Side Slopes of Triangular Part 3 : 1 



m 


Co. Yii. 
IwlOOFl. 




So. FLin 








84, Ft. in 


50.1 


27889,00 


185.558 


7530.03 


55 1 


337.13,44 


204.074 


9108.03 




asooo.44 


185.926 


7560 13 


-2 












186.396 


7590.27 




33978.78 


204.815 


9174.27 




28224,00 


188.667 






34101.78 


205.185 


9207.48 




28336.11 


187,037 


7650 75 




34225.00 


2(H.55a 


9340.75 




28448.14 


187,407 


7681.08 




34348.41 


305.926 


9274.08 




28561.00 


187.778 






34472.11 


206.296 


9307.47 




38673 78 


188 148 


7741.92 




3-1596.00 


206.667 


9340,93 




28786.78 




7773.43 




34720.11 


207.037 


9374.43 


&t 


28900.00 


188.889 


7803.00 


58 


,14844 44 


207.407 


9408.00 




29013 44 


189 259 


7833 63 




3l9n3.00 


207 778 


9141.63 






JSO.liJO 






35093.78 


208.148 


9475.32 




29241.00 


190.000 


7895.07 




35218.78 


308.519 


9509.07 




29355 11 


190,370 


7925.88 




35344.00 


208,889 


9542,88 




29459.44 


190.741 


7056.75 




35469.44 


309.359 


9578,75 




29581.00 


191.111 


7987.68 




35595.11 


209.630 


9610.68 




29698-78 


191.481 


8018.67 




35721.00 


210.000 


96U.67 




29813,78 


191.852 


8049.73 




35847-11 


210,370 


9678.72 




29929.00 


192.323 


8080.83 




35973.44 




9713.83 


52-0 


30044-41 


193.593 


8112.00 


57:0 


36100.00 


211.111 


9747.00 




30160 11 


193.963 


8143,23 




36226.78 


211.481 


9781.33 




30278-00 


193.333 


8174 52 




,38353.78 


211,852 


9815.53 






193.701 


S205.S7 




36481,00 


212,222 


9849.87 




30508. 44 


194.074 


8237.38 




36608.41 




9884.38 




30625,00 


194,444 


8268.75 




36736.11 


212.963 


9918.75 




30741.78 


194.815 


8300,28 




36S&t.OO 


213.333 


9953.38 




30858,78 


195.185 


8331.87 




38992 11 


213.704 






30976.00 


195.556 


S3S3 53 




37120.44 


211.074 


10032.52 




31093,44 


195.926 


8395.23 




37349.00 


314.441 


10057 23 


53.0 


31211.11 


196.296 


8427.00 


5a!o 


37377.78 


214.815 


10092.00 




31329.00 


196.667 


8458 S3 




37500,78 


215,185 


10126 83 




31447.11 


197.037 


8490.73 








10161,72 




31565.44 


197.407 


8522.67 




37765.44 


315.926 


10196.67 




31684,00 


197.778 






37895.11 


216,296 


10231.68 




31802.78 


198.148 


8586.75 




38035 00 


216.667 


10266.75 




31921.78 


198. .^19 


8618,88 




38155,11 


217.037 


10301.88 




33041.00 


198.889 








217.407 


10337.07 




32160,44 


199. '259 


86S:i,32 




38416,00 


317.778 


10372.32 




323S0.1I 


199.630 


8715.63 




38546.78 


218 148 


10407.63 


54.0 


32400 00 


200.000 


8718.00 


5!),0 


38677.78 


218.519 


U>i43.00 




33520 11 


200.370 


8780.43 




38809.00 


218.889 


10478.43 








8812 . 92 




38940.44 


319,259 


10513.32 




33761.00 


201 111 


8815.47 








10549,17 




32881. 7S 


201,481 


8878,08 




39204.00 


220.000 


10585.08 




33002.78 


201.852 


8910.75 




39336.11 


320.370 


10620.75 




33124.00 


202.222 


8943.48 




39468 11 


220.741 


10656.48 




3324S.44 


203.593 


8976.27 




39601.00 


231.111 


10693.27 




33367,11 


303.963 


9009.12 




39733.78 


321.481 


10738.13 




33489.00 


203.333 


9043.03 




39866.78 


331.853 


10764.03 


55!o 


33611.11 


203.701 


9075.00 


60'0 


40000.00 


222.223 


10800.00 



168 CUBIC CONTEXTS OF COMPONENT PARTS OF LE\'EE EMBANKMENTS 



•H 



TABLE XII Side Slopes of Triangular Part 1} : 1 and 2 : 1 



Vertieal 
Height 
bFeet 


Pwt 

Co. Yds. 

per 100 Ft 


ReetengaUr 

Part 

IFt. Crown 

Cu. Yds. per 

100 Pt. 


Sq.Ftm 

CronSeetkn 

Triangular 

Part 


Vertieal 
Httght 
inF^ 


TViai«aUff 

Part 

Cu.Ydi. 

per 100 Ft. 


Reetanstnkr 

Pivt 

IFLCnmn 

Cu.Ydi. per 

100 Ft 


8c|.Ftfn 

CrtMSeelian 

TViaivdv 

Ftot 


0.1 


0.06 


0.370 


0.0175 


5.1 


168.58 


18.889 


45.5175 


.2 


0.26 


0.741 


0.0700 


.2 


175.26 


19.259 


47.3200 


.3 


0.58 


1.111 


0.1575 


.3 


182.06 


19.630 


49.1575 


.4 


1.04 


1.481 


0.2800 


.4 


189.00 


20.000 


51.0300 


.5 


1.62 


1.852 


0.4375 


.5 


196.06 


20.370 


52.9375 


.« 


2.33 


2.222 


0.6300 


.6 


203.26 


20.741 


54.8800 


.7 


3.18 


2.593 


0.8575 


.7 


210.58 


21.111 


56.8575 


.8 


4.15 


2.963 


1.1200 


.8 


218.04 


21.481 


58.8700 


.0 


5.25 


3.333 


1.4175 


.9 


225.62 


21.852 


60.9175 


1.0 


6.48 


3.704 


1.7500 


6.0 


233.33 


22.222 


63.0000 


.1 


7.84 


4.074 


2.1175 


.1 


241.18 


22.593 


65.1175 


.2 


9.33 


4.444 


2.5200 


.2 


249.15 


22.963 


67.2700 


.3 


10.95 


4.815 


2.9575 


.3 


257.25 


23.333 


60.4575 


.4 


12.70 


5.185 


3.4300 


.4 


265.48 


23.704 


71.6800 


.5 


14.58 


5.556 


3.9375 


.5 


273.84 


24.074 


73.9375 


.6 


16.59 


5.926 


4.4800 


.6 


282.33 


24.444 


76.2300 


.7 


18.73 


6.296 


5.0575 


.7 


290.95 


24.815 


78.5575 


.8 


21.00 


6.667 


5.6700 


.8 


299.70 


25.185 


80.9200 


.9 


23.40 


7.037 


6.3175 


.9 


*jllO . do 


25.556 


83.3175 


2.0 


25.93 


7.407 


7.0000 


7.0 


317.59 


25.926 


85.7500 


.1 


28.58 


7.778 


7.7175 


.1 


326.73 


26.296 


88.2175 


.2 


31.37 


8.148 


8.4700 


.2 


336.00 


26.667 


90.7200 


.3 


34.29 


8.519 


9.2575 


.3 


345.40 


27.037 


93.2575 


.4 


37.33 


8.889 


10.0800 


.4 


354.93 


27.407 


95.8300 


.5 


40.51 


9.259 


10.9375 


.5 


364.58 


27.778 


98.4375 


.6 


43.81 


9.630 


11.8300 


.6 


374.37 


28.148 


101.0800 


.7 


47.25 


10.000 


12.7575 


.7 


384.29 


28.519 


103.7575 


.8 


50.81 


10.370 


13.7200 


.8 


394.33 


28.889 


106.4700 


.9 


54.51 


10.741 


14.7175 


.9 


404.51 


29.259 


109.2175 


3.0 


58.33 


11.111 


15.7500 


8.0 


414.81 


29.630 


112.0000 


.1 


62.29 


11.481 


16.8175 


.1 


425.25 


30.000 


114.8175 


.2 


66.37 


11.852 


17.9200 


.2 


435.81 


30.370 


117.6700 


.3 


70.58 


12.222 


19.0575 


.3 


446.51 


30.741 


120.5575 


.4 


74.93 


12.593 


20.2300 


.4 


457.33 


31.111 


123.4800 


.5 


79.40 


12.963 


21.4375 


.5 


468.29 


31.481 


126.4375 


.6 


84.00 


13.333 


22.6800 


.6 


479.37 


31.852 


129.4300 


.7 


88.73 


13.704 


23.9575 


.7 


490.58 


i 32.222 


132.4575 


.8 


93.59 


14.074 


25.2700 


.8 


501.93 


32.593 


135.5200 


.9 


98..')« 


14.444 


26.6175 


.9 


513.40 


32.963 


138.6175 


4.0 

• 


103.70 


14.815 


28.0000 


9.0 


525.00 


33.333 


141.7500 


.1 


108.95 


15.185 


29.4175 


.1 


536.73 


33.704 


144.9175 


.2 


114.33 


15.556 


30.8700 


2 


548.59 


: 34.074 


148.1200 


.3 


119.84 


i 15.926 


32.3575 


.3 


560.58 


34.444 


151.3575 


. t 


12,'S.4H 


16.296 


33.8800 


.4 


572.70 


34.815 


154.6300 


.5 


131.2,'> 


16.667 


35.4375 


.5 


584.95 


35.185 


157.9375 


.6 


137.15 


17.037 


37.0300 


.6 


597.33 


35.556 


161.2800 


.7 


i 143.18 


17.407 


38.6575 


.7 


609.84 


35.926 


164.6575 


.8 


149.33 


17.778 


40.3200 


.8 


622.48 


36.296 


168.0700 


.9 


155.62 


18.148 


42.0175 


.9 


635.25 


i 36.667 


171.5175 


5.0 


162.01 

/ 


18.519 

1 


43.7500 


10.0 

1 


648.15 


! 37.037 


175.0000 



CUBIC COSTENTS OF COMPOXEST PARTS OF LEVEE BHBANKHENT8 lfl9 

TABLE XII Side Slopes of TrUnpilar Part 1) : 1 and 2 : I 

















■ 


Vwtiai 


TrBiwiIu 


eiH 


Sq.Fl.in 


V«ti»l 


Tri>i.<(.ilu 


PuH 


Sq, PI. in 


HriCfat 


Pin 


IFLCmwn 


C™i8«tirm 


Bebdit 






Cm^aeni.11 


bFert 


Cu.Ydi 


Cu.Y*,[Wr 


TrwKulir 


ioPm 


Cu, Vd«. 




Triunlir 




ptrlOOFt. 


100 PL 


Put 




ptrlOOPt. 


ioOFl. 




10. 1 


fiei.is 


37,407 


178.5175 


15 1 ■ 


1477.84 


55.926 


390,0175 


.2 


874.33 


37.778 


183.0700 




1497.48 




404,3200 


.3 


687 62 


38.148 






1517,25 


56,667 


409.6575 






38,519 


189.2800 






57.037 




.5 


7U,S8 


38.889 


192 9375 




1557,18 


57.407 


420 4375 


.6 


738.36 


39 259 


196.6300 




1577 33 


57.778 


425 8800 




743,06 


39 830 


200 3575 




1597,62 


58 148 


431.3575 


.8 


758.00 


40.000 






1618.04 




436.8700 


.9 


770,06 




207 017.1 




1638 58 


.18 889 


442,4175 


II. 


784 26 


40.741 


211.7500 


16 


1659 36 


59.259 


448.0000 


.1 


7»8.58 


41.111 


215.6175 




IftSO 06 


69.630 


453 6175 


.3 


813 04 


41.481 


219 5200 






60!000 




.3 


837.62 








1722 06 


60,370 


464 9575 


.* 


843,33 


42 332 


227 4.100 




1743 26 


60.741 


470.6800 


.5 


8S7 18 


42 593 


231.4375 




1764 58 


ni 111 


476 4375 


.6 


873,15 


42.963 


235 1800 




1786.01 


61 481 


482 2300 


.7 




43 333 


219., '1575 




1807,62 


fli 8.52 






002.48 




243.6700 




1829 33 


62.222 


493,9200 




BI7.84 


44 074 






1851 18 




499 8175 


12.0 


S3S.3a 


44.444 


3.W 0000 


17.0 




82,963 


505 7500 


.1 


S4S.9S 


44.815 


256 2175 




1895 25 


63,333 


511 7175 


.2 


B64.70 


45.185 


260,4700 




1917 48 


63.704 


517,7200 


.3 


980.58 


45.556 


264,7575 












996,58 


45.926 


260,0800 




1962,33 


(M 444 


529 8300 


.5 


1012.73 


46.396 


273,4375 




1984.99 


64 815 


535 9375 


.e 


1029.00 


48.667 


277 S.100 




2007,70 


65.185 


M2.0B00 




IMS, 40 




282 ^^75 




2030.58 


65.556 


548.2575 


,8 


1061,93 


47,407 


28fl 7200 






65,926 


554.4700 




1078.58 


47.778 


291,2175 




2076.73 


66.296 


560.7175 


13.0 


1095 37 


48,118 


295.7500 


18.0 


2100 00 


66.667 


567.0000 


.1 


1112.29 


48.510 


300 3175 




2123 <0 


67.037 


573,3175 


,2 


1129.33 


48,889 






2146.93 


67.407 




.3 


1146.51 




309 ,ir.75 






67.778 


fi«fi,0575 




1163.81 


49.630 


311 2.100 






68,148 


592,4800 


.5 


1181.25 


50,000 


318,B37j 




2218.29 


68.519 




.6 


1198,81 


50,370 


321.BS00 




2242 33 


68.889 


605.4300 




1216.51 


50.741 


328,4.n75 




2206,51 




611,9576 


.a 


1234,33 








2200.81 


69 'km 


618,5200 




1253,29 


51,481 


338,1175 




231,^; 25 


70,000 


625.1175 


11.0 


1270,37 


51.852 


343,0000 


10 


2339 81 


70.370 


031.7500 


.1 


1288,58 


52.222 


347.9175 




2364 51 


70,741 


6.18.4175 


.3 


1306 93 


52,. 593 


3.12.8700 








M5,1200 


.3 


1325,40 


52.963 


3.'-,7.R575 




2114.39 


71.481 


651.8.575 




1344 00 


53,333 






2.1.19.37 


7l,a.'i2 


O.'iS.&iOO 


.5 


1362,73 


"'<" 


3fi7/J375 


,5 j 21M,r,8 


72.222 




.S 


1381, 59 


54.074 


373,0300 


a . 2480.93 


72.. 503 


672.2800 


.7 


1400,58 


54,444 


378,1575 


.7 


2515,40 


72 963 


B79.1575 




1419.70 


54,815 


383,3200 








086,0700 


.» 


1438.95 


55.185 


388,5175 




2.566,73 


73]704 


693,0175 


15.0 


1458.33 


55.556 


393.7500 


200 


2592.59 


74,074 


700,0000 



J?0 rvnir ro.vTKVTS of component parts op levee embankments 



TABLR XII Side Slopes of Triangular Part 1} : 1 and 2 : 1 



in Pii*t 



A 



* 

21 

I 






22 



■> 


1 
2 
3 
t 
5 



.6 
.7 
.8 
.9 
23 

.1 
2 

.3 
.4 

.5 

.6 

. 4 

8 

.9 

2t 

.1 
•» 



r» 



.6 
.7 
.8 
.9 

L r 



TrrmiNpihr 

Pwt 

Ci. Y4i. 

pfY 100 PL 



70 



2M.1 
2^70 '%'. 
21107 ::; 
3723 >KA 

2»vi ir. 
2im M 

2H5g ^1 

2Mo ^^2 
2013 JM 

21Km W 

30f2l •» 

i0fi2 0« 
lOHO 2« 
3108 :>8 
3137 'M 

3165 r*,2 
.5191 ^3 
3223.18 
3252.1.1 
3281. 2'> 

3310 18 
.3339. ;< I 
3369.33 

:W98.9:> 

34*28.70 

3458.58 
3188.59 
3518.73 
3.">49.00 
3579.10 

3609.93 
36-10.58 
3671.37 
3702. 2i> 
3733.33 

3764..")! 
3795.81 
3827.2.') 
3858.81 
3890.51 

3922.33 
3954.29 
3986.37 
4Aia.58 



1 

1 R«t«nf(uUr 
Pirt 
1 PtOrrwni 
Oi.yrli.per 

innpt. 


Sq.Ftin 
Cran Sectkn 
Truofalar 
Part 


VertinI 
HeiKht 
in Feet 


Triangulw 

Put 

Co. Yds. 

per 100 Ft 


Reetaa^olw 

Pkrt 

1 Ft. Crovn 

Ca.Ydi.per 

100 Ft. 


Sq-Ftia 
Croii aeeliw 

Ftet 


7t \\\ 


707 0175 


25 1 


4083.40 


92.963 


1102 .5175 


7t 81.'i 


714 0700 


.2 


4116.00 


93.333 


1111.3200 


7-, IV, 


721 1575 


.3 


4148.73 


93.704 


1120.1575 


#■1 t-Wt 


728 2800 


.4 


4181.59 


94.074 


1129.0300 


7*. r» 


735 4375 


.5 


4214.58 


94.444 


1137.9375 


7« 2!W 


712 6300 


.6 


4247.70 


94.815 


1146.8800 


76 667 


749 8575 


.7 


4280.95 


95.185 


1155.8575 


77 037 


757 1200 


.8 


4314.33 


95.556 


1164.8700 


77 407 


764 4175 


.9 


4347.84 


95.926 


1173.9175 


77 778 


771.7500 


26.0 


4381.48 


96.296 


1183.0000 


78 148 


779 1175 


.1 


4415.25 


96.667 


1192.1175 


78 .>19 


786.5200 


.2 


• 4449.15 


97.037 


1201.2700 


78 889 


793 . 9575 


.3 


4483.18 


97.407 


1210.4575 


79.250 


801. 1300 


.4 


4517.33 


97.778 


1219.6800 


79.630 


808.9375 


..■> 


4551.62 


98.148 


1228.9375 


80.000 


816.4800 


.6 


4586.04 


98.519 


1238.2300 


80. .370 


824.0575 


.7 


4620.58 


98.889 


12 47.5575 


80.741 


831 6700 


.8 


4655.26 


99.259 


1256.9200 


81.111 


839.3175 


9 


4690.06 


99.630 


1266.3175 


81.481 


847.0000 


27.0 


4725.00 


100.000 


1275.7500 


81.852 


8.54.7175 


.1 


4760.06 


100.370 


1285.2175 


82.222 


862.4700 


2 


4795.26 


100.741 


12&1.7200 


82.. 593 


870.2575 


.3 


4830. 58 


101.111 


1304.2575 


: 82.963 


878.0800 


.4 


4866.04 


101.481 


1313.8300 


' 83.333 


885.9375 


.5 


4901.62 


101.852 


1323.4375 


i 83.70-1 


893.8300 


.6 


4937.33 


102.222 


1333.0800 


I 81.071 


901.7.575 


.7 


4973.18 


102.593 


1312.7575 


84.444 


909.7200 


.8 


5009.15 


102.963 


1352.4700 


1 &4.815 


917.7175 


.9 


5045.25 


103.333 


1362.2175 


85.185 


925.7500 


28.0 


5081.48 


103.704 


1.372.0000 


'85. 556 


933.8175 


.1 


5117.84 


104.074 


1381.8175 


i 85.926 


941.9200 


.2 


5154.33 


104.444 


1391.6700 


j 86.296 


950.0575 


.3 


5190.95 


104.815 


1401.5575 


86.667 


958.2300 


.4 


5*227.70 


105.185 


1411.4800 


87.037 


966.1375 


.5 


5264.58 


105.556 


1421.4375 


87.107 


974.6800 


.6 


5301.59 


105.926 


1431.4300 


87.778 


982.9575 


.7 


5338.73 


106.296 


1441.4575 


88.118 


991.2700 


.8 


5376.00 


106.667 


1451.5200 


88.519 


999.6175 


.9 


5413.40 


107.037 


1161.6175 


: 88.889 

1 


1008.0000 


29.0 


5450.93 


107.407 


1471.7500 


1 

89.259 


1016.4175 


.1 


5488.58 


107.778 


1481 .9175 


89.r>.30 


1024.8700 


2 


.5526.37 


108.148 


1492.1200 


90.000 


1033. 3575 


.3 


5564.29 


108.519 


1502.3575 


90.370 


1041.8800 


.4 


5602.33 


108.889 


1512.6300 


90.711 


10.50.1375 


.5 


5640.51 


109.259 


1522.9375 


91.111 


1059.0300 


.6 


5678.81 


109.630 


1533.2800 


91.181 


1007.6575 


.7 


5717.25 


110.000 


1543.6575 


91.852 


1076.3200 


.8 


5755.81 


110.370 


1554.0700 


92.222 


1085.0175 


.9 


5794.51 


110.741 


1564.5175 


92.593 


1093.7500 


30 


.5833.33 


111.111 


1575.0000 



CUBIC CONTENTS OF COMPONENT PARTS OF LEVEE EMBANKMENTS 171 



TABLE XII Side Slopes of Triangular Part 1} : 1 and 2 : 1 



Vflrtioal 
inPtet 


Triangular 

Part 

Cu.Ydi. 

per 100 Ft. 


ReotaoKular 

Part 

1 Ft Crown 

Cu.Yda.per 

100 Ft. 


Sq. Ftin 

Triancalar 
Part 


Vertical 
Heicfat 
in Feet 


Triangular 

Part 

Cu.Ydfc 

per 100 Ft. 


Reetangular 

Part 

1 Ft. Crown 

Cu.Ydfuper 

100 Ft 


Sq.Ftin 

Cron Section 

Triangular 

Part 


30.1 


5872.29 


111.481 


1585.5175 


35.1 


7985.25 


130.000 


2156.0175 


.2 


5911.37 


111.852 


1596.0700 


.2 


8030.81 


130.370 


2168.3200 


.3 


5950.58 


112.222 


1606.6575 


.3 


8076.51 


130.741 


2180.6575 


.4 


5989.93 


112.593 


1617.2800 


.4 


8122.33 


131.111 


2193.0300 


.5 


6029.40 


112.963 


1627.9375 


.5 


8168.29 


131.481 


2205.4375 


.6 


6069.00 


113.333 


1638.6300 


.6 


8214 37 


131.852 


2217.8800 


.7 


6108.73 


113.704 


1649.3575 


.7 


8260.58 


132.222 


2230.3575 


.8 


6148.59 


114.074 


1660.1200 


.8 


&306.93 


132.593 


2242.8700 


.9 


6188.58 


114.444 


1670.9175 


.9 


8353.40 


132.963 


2255.4175 


31.0 


6228.70 


114.815 


1681.7500 


36.0 


8400.00 


133.333 


2268.0000 


.1 


6268.95 


115.185 


1692.6175 


.1 


8446.73 


133.704 


2280.6175 


.2 


6309.33 


115.556 


1703.5200 


.2 


8493.59 


134.074 


2293.2700 


.3 


6349.84 


115.926 


1714.4575 


.3 


85^10.58 


134.444 


2305.9575 


.4 


6390.48 


116.296 


1725.4300 


.4 


8587.70 


134.815 


2318.6800 


.5 


6431.25 


116.667 


1736.4375 


.5 


8634.95 


135.185 


2331.4375 


.6 


6472.15 


117.037 


1747.4800 


.6 


8682.33 


135.556 


2344.2300 


.7 


6513.18 


117.407 


1758.5575 


.7 


8729.84 


135.926 


2357.0575 


.8 


6554.33 


117.778 


1769.6700 


.8 


8777.48 


136.296 


2369.9200 


.9 


6595.62 


118.148 


1780.8175 


.9 


8825.25 


136.667 


2382.8175 


32.0 


6637.04 


118.519 


1792.0000 


37.0 


8873.15 


137.037 


2395.7500 


.1 


6678.58 


118.889 


1803.2175 


.1 


8921 . 18 


137.407 


2408.7175 


.2 


6720.26 


119.259 


1814.4700 


.2 


8969.33 


137.778 


2421.7200 


.3 


6762.06 


119.630 


1825.7575 


.3 


9017.62 


138.148 


2431.7575 


.4 


6804.00 


120.000 


1837.0800 


.4 


9066.04 


138.519 


2447.8300 


.3 


6846.06 


120.370 


1848.4375 


.5 


9114.58 


138.889 


2460.9375 


.6 


6888.26 


120.741 


1859.8300 


.6 


9163.26 


139.259 


2474.0800 


.7 


6930.58 


121.111 


1871.2575 


.7 


9212.06 


139.630 


2487.2575 


.8 


6973.04 


121.481 


1882.7200 


.8 


9261.00 


140.000 


2500.4700 


.9 


7015.62 


121.852 


1894.2175 


.9 


9310.06 


140.370 


2513.7175 


33.0 


7058.33 


122.222 


1905.7500 


38.0 


9359.26 


140.741 


2527.0000 


.1 


7101.18 


122.593 


1917.3175 


.1 


9408.58 


141.111 


2540.3175 


.2 


7144.15 


122.963 


1928.9200 


.2 


9458.01 


141.481 


2553.6700 


.3 


7187.25 


123.333 


1940.5575 


.3 


9507.62 


141.852 


2567.0575 


.4 


7230.48 


123.704 


1952.2300 


.4 


9557.33 


142.222 


2580.4800 


.5 


7273.84 


124.074 


1963.9375 


.5 


9607.18 


142 593 


2593.9375 


.6 


7317.33 


124.444 


1975.6800 


.6 


9657.15 


142.963 


2607.4300 


.7 


7360.95 


124.815 i 


1987.4575 


.7 


9707.25 


143.333 


2620.9575 


.8 


7404.70 


125.185 ; 


1999.2700 


.8 


9757.48 


143.704 


2634.5200 


.9 


7448.58 


125.556 


2011.1175 


.9 


9807.84 


144.074 


2648.1175 


34.0 


7492.59 


125.926 


2023.0000 


39.0 


9858.33 


144.444 


2661.7500 


.1 


7536.73 


126.296 


2034.9175 


.1 


9908.95 


144.815 


2675.4175 


.2 


7581.00 


126.667 


2046.8700 


.2 


9959.70 


145.185 


2689.1200 


.3 


7625.40 


127.037 


2058.8575 


.3 


10010.58 


145.556 


2702.8575 


.4 


7669.93 


127,407 


2070.8800 


.4 


10061.59 


145.926 


2716.6300 


.5 


7714.58 


127.778 


2082.9375 


.5 


10112.73 


146.296 


2730.4375 


.6 


7759.37 


128.148 


2095.0300 


.6 


10164.00 


146.667 


2744.2800 


.7 


7804.29 


128.519 


2107.1575 


.7 


10215.40 


147.037 


2758.1575 


.8 


7849.33 


128.889 


2119.3200 


.8 


10266.93 


147.407 


2772.0700 


.9 


7894.51 


129.259 


2131.5175 


.9 


10318.58 


147.778 


2786.0175 


33.0 


7939.81 


129.630 


2143.7500 


40.0 


10370.37 


148.148 


2800.0000 



1T2 CUBIC CONTEXTS OF C03IP0XEXT PARTS OF LEVEE E1LBAXKMEKT8 



TABLE XII Side Slopes of Truwsulmr Part 1} : 1 and 2 : 1 



Tcrtial 
Br«fet 
■ FffC 


Pivt 

C^T<k. 

per 100 Ft. 


Rcctaocnlv 

Pfeit 

1 Ft. CrovB 

Ca.YHbi.pv 

100 PL 


Sq.Ft.ia 

CraMSeetaoB 

TnaacHlw 

Put 


Vcrtial 


C^TdL 

pviooFt ; 

1 


fLmiaawaiku 

Pivt 
IFtCkovB ■= 
OLT<k.|Kr 
100 Ft 


8q.Ft.ia 
CnmBtetim 

FMt 


40.1 


10422.29 


148.519 


2814.0175 


45.1 


13183.40 


167.037 


3559.5175 


.2 


< 10474.33 


148.889 


'2828.0700 


.2 


13241.93 


167.407 


3575.3200 


.3 


10526.51 


149.259 


2842.1575 


.3 


13300.58 


167.778 


35ei . 1575 


.4 


. 10578.81 


149.630 


2856.2800 


.4 


13350.37 


168.148 


3607.0300 


.5 


10631.25 


150.000 


2870.4375 


.5 


13418.29 


168.519 


3622.9375 


.6 


j 10683.81 


150.370 


2884.6300 


.6 


13477.33 


168.889 


3638.8800 


.7 


10736.51 


150.741 


2898.8575 


.7 


13536.51 


169.250 


3654.8575 


' .8 


10789.33 


151.111 


2913.1200 


.8 


13595.81 


169.630 


3670.8700 


.9 


10642.29 


151.481 


2927.4175 


.9 


13655.25 


170.000 


3686.9175 


41.0 


10895.37 


151.852 


2941.7500 


46.0 


13714.81 


170.370 


3703.0000 


.1 


10948.58 


152.222 


2956.1175 


.1 


13774.51 


170.741 


3719.1175 


.2 


11001.93 


152.593 


2970.5200 


.2 


13834.33 


171.111 


3735.2700 


.3 


11055.40 


152.963 


2984.9575 


.3 


13894.29 


171.481 


3751.4575 


.4 


11109.00 


153.333 


2999.4300 


.4 


13954.37 


171.852 


3767.6800 


.5 


11162.73 


153.704 


3013.9375 


.5 


14014.58 


172.222 


3783.9375 


.6 


11216.59 


154.074 


3028.4800 


.6 


14074.93 


172.593 


3800.2300 


.7 


11270.58 


154.444 


3043.0575 


.7 


14135.40 


172.963 


3816.5575 


.8 


11324.70 


154.815 


3057.6700 


.8 


14196.00 


173.333 


3832.9200 


.9 


11378.95 


155.185 


3072.3175 


.9 


14256.73 


173.704 


3849.3175 


42.0 


11433.33 


155.556 


3087.0000 


47.0 


14317.59 


174.074 


3865.7500 


.1 


11487.84 


155.926 


3101.7175 


.1 


14378.58 


174.444 


3882.2175 


.2 


11542.48 


156.296 


3116.4700 


.2 


14439.70 


174.815 


3898.7200 


.3 


11597.25 


156.667 


3131.2575 


.3 


14500.95 


175.185 


3915.2575 


.4 


11652.15 


157.037 


3146.0800 


.4 


14562.33 


175.556 


3931.8300 


.5 


11707.18 


157.407 


3160.9375 


.5 


14623.84 


175.926 


3948.4375 


.6 


11762.33 


157.778 


3175.8300 


.6 


14685.48 


176.296 


3965.0800 


.7 


11817.62 


158.148 


3190.7575 


.7 


14747.25 


176.667 


3981.7575 


.8 


11873.04 


158.519 


3205.7200 


.8 


14809.15 


177.037 


3998.4700 


.9 


11928.58 


158.889 


3220.7175 


.9 


14871.18 


177.407 


4015.2175 


43.0 


11984.26 


159.259 


3235.7500 


48.0 


14933.33 


177.778 


4032.0000 


.1 


12040.06 


159.630 


3250.8175 


.1 


14995.62 


178.148 


4048.8175 


2 


12096.00 


160.000 


3265.9200 


.2 


15058.04 


178.519 


4065.6700 


.3 


12152.06 


160.370 


3281.0575 


.3 


15120.58 


178.889 


4082.5575 


.4 


12208.26 


160.741 


3296.2300 


.4 


15183.26 


179.259 


4099.4800 


.5 


12264.58 


161.111 


3311.4375 


.5 


15246.06 


179.630 


4116.4375 


.6 


12321.04 


161.481 


3326.6800 


.6 


15309.00 


180.000 


4133.4300 


.7 


12377.62 


161.852 


3341.9575 


.7 


15372.06 


180.370 


4150.4575 


.8 


12434.33 


162.222 


3357.2700 


.8 


15435.26 


180.741 


4167.5200 


.9 


12491.18 


162.593 


3372.6175 


.9 


15498.58 


181.111 


4184.6175 


44.0 


12548.15 


162.963 


3388.0000 


49.0 


15562.04 


181.481 


4201.7500 


.1 


12605.25 


163.333 


3403.4175 


.1 


15625.62 


181.852 


4218.9175 


.2 


12662.48 


163.704 


3418.8700 


.2 


15689.33 


182.222 


4236.1200 


.3 


12719.84 


164.074 


3434.3575 


.3 


15753.18 


182.593 


4253.3575 


.4 


12777.33 


164.444 


3449.8800 


.4 


15817.15 


182.963 


4270.6300 


.5 


12834.95 


16*1.815 


3465.4375 


.5 


15881.25 


183.333 


4287.9375 


.6 


12892.70 


165.185 


3481.0300 


.6 


15945.48 


183.704 


4305.2800 


.7 


12950.58 


165.556 


3496.6575 


.7 


16009.84 


184.074 


4322.6575 


.8 


13008.59 


165.926 


3512.3200 


.8 


16074.33 


184.444 


4340.0700 


.9 


13066.73 


166.296 


3528.0175 


.9 


16138.95 


184.815 


4357.5175 


45.0 


13125.00 


166.667 


3543.7500 


50.0 


16203.70 


185.185 


4375.0000 



CUBIC CONTENTS OF COMPONENT PARTS OP LEVEE EMBANKMENTS 173 



TABLE XII Side Slopes of Triangular Part 1} : 1 and 2 : 1 



Vertiaa 
Height 
inFaet 


TriiAgakr 

Part 

Co. Yds. 

per 100 Ft. 


Rectangular 

Part 

1 Ft Crown 

Cu. Tdii. per 

100 Ft 


Sq.Ftin 

Cron Section 

Triangular 

Pfcrt 


Vertieal 
Height 
in Feet 


Triangular 

Part 

Cu.Y<k. 

per 100 Ft 


Rectangular 

Part 

1 Ft. Crown 

Cn. Yds. per 

100 Ft 


Sq. Ft. in 

Croat! Section 

Triangular 

Part 


50.1 


16268.58 


185.556 : 


4392.5175 


55.1 


19677.84 


204.074 


5313.0175 


.2 


16333.59 


185.926 


4410.0700 


.2 


19749.33 


204.444 


5332.3200 


.3 


16398.73 


186.296 


4427.6575 


.3 


19820.95 


204.815 


5351.6575 


.4 


16464.00 


186.667 


4445.2800 


.4 


19892.70 


205.185 


5371.0300 


.5 


16529.40 


187.037 


4462.9375 


.5 


19964.58 


205.556 


5390.4375 


.6 


16594.93 


187.407 


4480.6300 


.6 


20036.59 


205.926 


5409.8800 


.7 


16660.58 


187.778 


4498.3575 


.7 


20108.73 


206.296 


5429.3575 


.8 


16726.37 


188.148 


4516.1200 


.8 


20181.00 


206.667 


5448.8700 


.9 


16792.29 


188.519 


4533.9175 


.9 


20253.40 


207.037 


5468.4175 


51.0 


16858.33 


188.889 


4551.7500 


56.0 


20325.93 


207.407 


5488.0000 


.1 


16924.51 


189.259 


4569.6175 


.1 


20398.58 


207.778 


5507.6175 


.2 


16990.81 


189.630 


4587.5200 


.2 


20471.37 


208.148 


5527.2700 


.3 


17057.25 


190.000 


4605.4575 


.3 


20544 29 


208.519 


5546.9575 


.4 


17123.81 


190.370 


4623.4300 


.4 


20617.33 


208.889 


5566.6800 


.5 


17190.51 


190.741 


4641.4375 


.5 


20690.51 


209.259 


5586.4375 


.6 


17257.33 


191.111 


4659.4800 


.6 


20763.81 


209.630 


5606.2300 


.7 


17324.29 


191.481 


4677.5575 


.7 


20837.25 


210.000 


5620.0575 


.8 


17391.37 


191.852 


4695.6700 


.8 


20910.81 


210.370 


5645.9200 


.9 


17458.58 


192.222 


4713.8175 


.9 


20984.51 


210.741 


5665.8175 


52.0 


17525.93 


192.593 


4732.0000 


57.0 


21058.33 


211.111 


5685.7500 


.1 


17593.40 


192.963 


4750.2175 


.1 


21132.29 


211.481 


5705.7175 


.2 


17661.00 


193.333 


4768.4700 


.2 


21206.37 


211.852 


5725.7200 


.3 


17728.73 


193.704 


4786.7575 


.3 


21280.58 


212.222 


5745.7575 


.4 


17796.59 


194.074 


4805.0800 


.4 


21354.93 


212.593 


5765.8300 


.5 


17864.58 


194.444 


4823.4375 


.5 


21429.40 


212.963 


5785.9375 


.6 


17932.70 


194.815 


4841.8300 


.6 


21504.00 


213.333 


5806.0800 


.7 


18000.95 


195.185 


1860.2575 


.7 


21578.73 


213.704 


5826.2575 


.8 


18069.33 


195.556 


4878.7200 


.8 


21653.59 


214.074 


5846.4700 


.9 


18137.84 


195.926 


4897.2175 


.9 


21728.58 


214.444 


5866.7175 


53.0 


18206.48 


196.296 


4915.7500 


58.0 


21803.70 


214.815 


5887.0000 


.1 


18275.25 


196.667 


4934.3175 


.1 


21878.95 


215.185 


5907.3175 


.2 


18344.15 


197.037 


4952.9200 


.2 


21954.33 


215.556 


5927.6700 


.3 


18413.18 


197.407 


4971.5575 


.3 


22029.84 


215.926 


5948.0575 


. .4 


18482.33 


197.778 


4990.2300 


.4 


22105.48 


216.296 


5968.4800 


.5 


18551.62 


198.148 


5008.9375 


.5 


22181.25 


216.667 


5988.9375 


.8 


18621.04 


198.519 


5027.6800 


.6 


22257.15 


217.037 


6009.4300 


.7 


18690.58 


198.889 


5046.4575 


.7 


22333.18 


217.407 


6029.9575 


.8 


18760.26 


199.259 


5065.2700 


.8 


22409.33 


217.778 


6050.5200 


.9 


18830.06 


199.630 


5084.1175 


.9 


22485.62 


218.148 


6071.1175 


54.0 


18900.00 


200.000 


5103.0000 


59.0 


22562.04 


218.519 


6091.7500 


.1 


18970.06 


200.370 


5121.9175 


.1 . 


22638.58 


218.889 


6112.4175 


.2 


19040.26 


200.741 


5140.8700 


.2 


22715.26 


219.259 


6133.1200 


.3 


19110.58 


201.111 


5159.8575 


.3 


22792.06 


219.630 


6153.8575 


.4 


19181.04 


201.481 


5178.8800 


.4 


22869.00 


220.000 


6174.6300 


.5 


19251.62 


201.852 


5197.9375 


.5 


22946.06 


220.370 


6195.4375 


.6 


19322.33 


202.222 


5217.0300 


.6 


23023.26 


220.741 


6216.2800 


.7 


19393.18 


202.593 


5236.1575 


.7 


23100.. 58 


221.111 


6237.1575 


.8 


19464.15 


202.963 


5255.3200 


.8 


•23178.04 


221.481 


6258.0700 


.9 


19535.25 


203.333 


5274.5175 


.9 


23255.62 


221.852 


6279.0175 


55.0 


19606.48 


203.704 

1 


5293.7500 


60.0 


23333.33 


222.222 


6300.0000 



174 CDBIC CONTENTS OP COHPOHEHT PABT8 OP LEVEE ElfBAIfEUENTS 
TABLE XIII Side Slopes of Triangular Part 1} : t and 3 : 1 



Vftli«l 
ioFert 




'^£p 


Sn. Ft, in 
Cr«.S«lion 
Traiwulnr 


sa 


pwlOOPl, 


"-ST'" 

1 Ft. Crown 


8q. PLb 


0.1 


o.oa 


0.370 


0.0225 


5.1 


216,75 


18.889 


58.5223 




0.53 


0.741 


0,0900 








60.8400 




0.75 








234,08 


19.630 


63.2025 






1.4S1 


0,3600 




243,00 


20 000 


65.6100 




2.08 


1.S52 


0.5625 


^5 


252,08 


20.370 


68.0625 




3.00 


2.222 


0,8100 


.6 


261.33 


20.741 


70.5600 




4.08 


2.5fl3 


l!l02S 


.7 


270,75 


21.111 


73.1025 




5,33 


3.063 


1,4400 








75 6900 








1.8225 


,9 


290,08 


21.852 


78.3225 


1.0 


8.33 


3.704 


2,2500 


6.0 


300.00 


22.222 


81,0000 




10.08 


4.074 


2,7225 


, 


310 08 


22 593 


83 7225 




12.00 


4,444 


3.2400 


^2 


320,33 


22.963 


86 4900 




34.08 


4.815 


3,8025 


,3 


330,75 








IS. 33 


5.185 


4,4100 




341,33 


23.704 


92 1600 




18.75 


5.556 


5,0625 


,5 


352.08 


24.074 


95.0625 




21.33 


5.936 


5,7800 


.6 


363 DO 


24 444 


98 0100 




24 08 




6,5025 


.7 


.174,08 


24.815 


101.0025 




27.00 


6.867 


7,2900 


.8 


385 33 


25.185 


104,0400 




30.08 


7.037 


8.1225 








107.1225 


2.0 


33.33 


7,407 


9,0000 


7,0 


408,33 


25.926 


110 2500 




36.75 


7.778 


B,9225 


.1 


420,08 


26.296 


113.4225 




40.33 




10.8900 




432.00 


26,667 


116.6400 




44,08 


8,519 


11,9025 




444,08 


27.037 


119.9025 




48.00 


8,889 


12,9600 




456,33 


27.407 


123.2100 




52-08 


9,259 


14.0625 


,5 


468,75 


27.778 


126,5625 




56.33 


9.630 


15 2100 


,6 


481 33 


28.148 


126.9600 




60,75 


10 000 


16.4025 




494,08 












17,6400 




507.00 


28.889 


136,8900 




70.08 


10,741 




,9 


520.08 


29,259 


140.4225 


3^0 


75.00 


11.111 


20.2500 


8,0 


533.33 


29.630 


144.0000 




80.08 


11.481 


21.6225 


,1 


546.75 


30.000 


147.6225 




85.33 


11,852 


23.0400 


,2 


560.33 


30.370 


151.2900 




eo.75 


13.222 


24.5025 






30.741 


155.0025 




M.33 


12.593 




-4 


588.00 


31.111 


158.7600 




102.08 


12,963 


27.5B2S 


.5 


602.08 


31.481 


102.5625 




108,00 


13,333 


29.1600 


.6 


616,33 


31.852 


166.4100 




I14'o8 


13, 704 


30.8025 


.7 


630.75 


32.222 


170.3025 




120 33 


14,074 


32.4900 


,8 


645.33 


32.593 


174.2400 




I2e.75 




34,2225 




660 08 


32,063 


178.2226 


4^0 


133.33 


14.815 


38.0000 


BO 


675.00 


33.333 


182.2500 




140.08 


15.186 


37,8225 


,1 


690.08 


33.704 


186 3225 




147.00 


15,556 


39 6900 


2 


706.33 


34.074 


190.4400 




154 08 


15,926 


41,6025 


.3 


720.75 


34 444 


194.6025 






16,296 


43.5600 




73B.33 


34.815 


198 8100 




168 75 


16.067 


45.5625 


,5 


762,08 


35.185 


203.0625 




176.33 


17,037 


47 6100 


,6 


768.00 


35.556 


207.3600 




184.08 




49.7025 




784.08 ■ 


55.926 


211.7025 




192.00 


17,778 


51,8400 




800.33 


36.296 


316.0900 




200.08 


18,148 


5t,01.'2fl 




816.75 


36.667 


320.S23S 


&!o 


208 33 


18,519 


56,2500 


10,0 


833.33 


37.037 


225.0000 



BIC CONTEXTS OF COMFv^NKNT PAliT^ OF It \ bt: KMKKN KMKNls I ^ > 



TABLE XIII Side Slopes of Triangular Part 1 ) : 1 aud S : I 



^ ^^ 


per 100 Fs. 


RsrtiEircLu 

Pirt 

I Ft Crof B 

Cx Y.-** -XT 

IWF-- 


^. Ft. iu 

Crow ScrcMO 

Triioxubr 

IVt 


V«rtk«I 
»e«cht 
in Feel 

15.1 


|w UV Kt. 
1WH> W 








850.08 


37 


.407 


229.5225 


\»J J I 


867.00 


37 


.778 


234.09(X) 




•1 


11)2.1 


ii:* 


:.o 


JIHI 


'III 


N ItM 


8M 08 


38 


.148 


238.7025 




.3 


I9W 


7:» 


■M\ 


mi; 


■\n\ 


.•\»i» 


901.33 


38.519 


243.3600 




.4 


1976 


i«.i 


:*: 


ui; 


'.11 


I^IIH* 


918.75 


38.889 


' 248.0625 




.5 


•joinj 


08 


:•.' 


10 ; 


•*io 


"kllil 


, 936.33 


39.259 


252.8100 




.6 


202H 


W» 


r.; 


.'.'8 


■M.' 


MUHI 


. 954.08 


39 


.630 


257.6025 




.7 


2<l;i4 


08 


:»K 


118 


'. .1 


lui y\ 


972.00 


40 


.000 


262.4 too 




.8 


2080 


a:l 


;t.s 


Mil 


•tu 


IIIHMI 


! 990.08 


40.370 


267.3225 




.U 


2HHI 


•• 


:.H 


fiMI 


.ili.'l 


nn.t 


1 1008.33 


, 40 

1 


.741 


2T2.25(K» 


16 


.0 


2 III.! 


x\ 


riu 


■J .11 


:i/|i 


OOIHI 


: 1026.75 


41 


111 


277.2225 




1 


2 KM) 


08 


Ml 


(110 


;.Nt 


JJJ.'l 


i 1045.33 


41 


481 


2K2.21(K» 




2 


218/ 


(Nl 


nil 


<NNI 


r.iili 


lUINI 


! 1064.08 


41 


852 


287 :wn».'i 




:\ 


V.'ll 


OM 


lUI 


l.tl 


:.U/ 


noj:t 


1083.00 


42 


222 


2U2.4HM) 




1 


'.'.'. 1 1 


.1.1 


IMI 


/It 


iiiri 


hiiNi 


: 1102.08 


42.593 


297.5625 




.:» 


22118 


/:. 


III 


III 


nl i 


r.nJi 


' 1121.33 


42.963 


302 7000 




I't 


2'.Mm 


II 


til 


ini 


n 211 


tllOII 


i 1110.75 


43 


.333 


'M}H.mi:t 




7 


2t:'| 


IIM 


til 


h.i 


11 •-/ 


Mill 


; 1160.33 


43 


70-1 


313.2(*<K) 




K 


2 1.4 


INI 


r. .• 


.'J 2 


1.1 . 


iMirii 


1180.08 


44 


074 


318.622:. 




<» 


'.' IHII 


MPI 


ti.' 


-I'l 1 


i.U 


li ! 1 . 


1200.00 


44 


.414 


324 riTKiO 


17 





jum 


11 


tv ! 


dr. 1 


ii.ii 


!:.tHf 




1220.08 


41 


815 


320 422', 




1 


JWi, 


/■. 


1.1 


111 


1. ./ 


'!• f:. 




1240.33 


45 


185 


X'A VM¥t 




2 


/1«; . 


11 


1. 1 


/Ol 


i.t. . 


t. I'Hf 




1260.75 


45 


5.'j6 


:mo mu: 




• 


;«1ll 


h'\ 


t.l 


ti/l 


1./ 1 


l«f 1 1 




1281.33 


45.926 


%%:. *M/^} 




4 


•j;j \ 


n't 


tA 


III 


t.ri 


ilMl 




1302.08 


46.2(j»i 


v,\ '»ri. 




■ 
9 


J ,-,i 


In: 


I.I 


•:i . 


!..:'! 


ht. t . 




1323.00 


46 


6^.7 


rr.7 2;'y/ 




K 


i .r.\ 




1.. 


|i: . 


1. •<. 


ii»^t 




1344.08 


47 


0.-57 


'A.l '¥,'/,. 




/ 


x: 1 '1 


/ . 


1. . 


..r. 


/'fl 


't*/i . 




1365.33 


47 


407 


». KV0, 




< 


-•*. I'l 


■ • 


f. . 


'fjr. 


/I c 


<*lf0i 


i 1386.75 


47 


77^ 


;7', f^-c. 




'4 


jt.r* 


'K 


r^. 


^ir. 


/ f/i 


lii . 


: 1408.33 

1 


4^ 


Ii>. 


>// 'a//. 


1>. 


h 


ii*4it 


<^i 


V. 


1 


/i 1 


fi«^/f 


1430.08 


4^ 


Wf 


vy. :/>.. 




• 


ii \h 


OR 


^/ 


'«;/ 


/ ; / 


1 i<.. 


1452. rxf 


4>. 


>>rf 


:Vi Vt-V, 




/ 


/ifjt 


# • 


f. / 


Hii 


/ 1 . 


i<i«^f 


1474 M 


«> 




■?-!>: '///.. 




m 
w 


/!•¥, 


/ . 


». / 


t /< 


f . '. 


^/< . 


1496 3.-* 


«'» 


KV, 


<.'A ■. / 




4 


if ti 


■ w 


r.< 


1 i< 


/'.I 


«'.*»'f 


1518 t: 


'/. 


>r 


'.. , f.JL . 




tf 


if. // 


'.•• 


♦.-? 


. t 1 


' ' t 


.*■. • . 


1541 V5 


1*'. 


.-• 


: '. . »j /. 




-. 


if''. : 


V, 


f..' 


.-. >i 


. « 


1. .#. 


ly^i V, 


* ■ 


^ * 


« :'. J' 




/ 


ik. \ 


,•' 


'.'1 


. .-i 


■ »•. 


"*.«-. 


v^r •:•. 


' 


, 


: <> « i« ' . 




J 


/-1 1 . 


. • 


'■• 


■ . '. 


1 


1 l(./r 


I'-IO >. 


' 


•'A 


= y /^ 




« 


'■i i" ■. 


f , 


' • 


^j. 


.. 


« « . 


It-W iT: 


• 


*J. 


-.1 /// 


. I 


» 


J*,'- 




' • 


. ' ■ 


' . ■ 


< «.<. 


IK'A '\ 


■ 


• ' 


'. -./* . 




, 


J.**, 


.'■ 


■ f 


* • _ 


■ .t . 


' . i 


i-wf: vn 


h m 




• Jf 




4 


.<. .- 1 


J. 




. . . 


■ • t 


• ■•>. 


'.''A M 


. 


• 


t' 




- 


. . ' 


. 




• ■ 


■ 


. . i 


'."Ji. S. 




_ 


../ 




• 


.f 




■ 


< 


1 


• ./. 


:'u * 






r . 




« 


^ •• 




. • 


• • • 


■ 


1 •. 


:-^-i -•; 




- 


/. 




f_ 


. /. . . 


« 


■ • 


• ■ 


•» • 


«/A 


:*ri ". 


.■ 




i . 






■ t 


.»' 


I • 


.' . 


■ 


i« • •■ 


-v-r •-• 


.• 


w 


• 




■ 


; «• 


./. 






■ »' ■ 


A J J. 


'JCA y 






' ..'.. 




• 


J J. 


.*• 






•j'. 


r «. •• . 


'JC\ ^r. 







. J- . .-.' 


«.' 


« 


% 


■ 




• 


jj. 


J4d 



176 CUBIC COSTKKTS OP COMPONENT PAHT9 OP LEVEE BUBANEHBNTB 

TABLE XIII Side Slopes of TrianEular Part 1} : I tod S : 1 



V«tlnl 






S<1. PtlD 

CtnSiftiao 


Vstinl 




IFt-Croiro 




20.1 


33B6.7S 


74.444 


909.0225 


25,1 


5250.08 


92.963 


1417.5225 


.2 


3400.33 




918 0900 




5292.00 


93.333 


1428,8400 




3434.08 


75.185 


937-2025 




5334,08 


93.704 


1440.2015 




3468.00 


75.558 


936.3600 




5376.33 


94.074 


1451.6100 




3502.08 


75.026 


945.5625 




5418.75 


94.444 


1463. 0«K 




3538 33 


76.296 


954.8100 




5481.33 


94.815 


1474.5600 




3570-75 


76 867 


964,1025 




5504.08 


95.185 


1486.1025 






77,037 






5547.00 


95.556 


1497.6900 




3040 08 


77.407 


982.8225 




5590.08 


95.926 


1509 322S 


3ro 


3675.00 


77.778 


992,2500 


26^0 


5633.33 


96,296 


1521.0000 




3710-08 


78.148 


1001.7225 




5676.75 


96.667 


1532 7225 




3745.33 


78,519 


1011,2400 




5720.33 


97.037 


1544 4900 




3780.75 




1020. S025 






97.407 


1556,3035 




3818,33 


79.259 


1030.4100 




5608.00 


97,778 






3852 08 


79.630 


1040.0625 




5852.08 


98.148 


1580.0825 




3888.00 


80.000 


1049.7600 




5896.33 


98.519 


1592. 01 DO 




3924.08 


80,370 


1059.5025 




5940.75 


98.889 


1604.0025 




39S0.33 


80.741 


I0S9.2900 




5985.33 


99.259 


1616 0400 




3996,75 


81.111 


1079,1225 




6030.08 


99.630 


IS2S.1225 


»!o 


4033.33 


81.481 


1089.0000 


27'0 


6075.00 


100.000 


1*40,3500 




4070.08 


81,852 


1098.9225 




6120.08 


100.370 


1S52,4225 




4107-00 


82 222 


1108.8900 




6165.33 


100.741 


1664 6400 




4144.08 


82.593 


1118,9025 




6210.75 


101.111 


1676.9025 




4181,33 


82,963 


1128.9600 




6256.33 




■689.2100 




4218.75 


83 333 


1139.0625 




6302.08 


■01.852 


1701 562S 




4256.33 


83 701 


1149.2100 




6348.00 


102.222 


1713,9600 




4294,08 


84.074 


1169 4025 




6394.08 


102.593 






4332.00 


84,444 


1169.6100 




6440.33 


102.963 


1738.8900 




4370,08 




1179.9225 




6486.75 


103.333 


1751 42M 


a!o 


4408 33 


85,185 


1190.2500 


28.0 


6533.33 


103.704 


1764.0000 




4440 75 


85,556 


1200.6225 




6580.08 


l(M-074 


1776. 62M 




4485.33 


85.926 








104.444 


1789-2900 




4524.08 


86.296 


1221.5025 




6674 08 


104.815 


1802.0025 




45S3.00 


86.667 


1232,0100 




6721.33 


105.185 


1814 7600 




4602 08 


87,037 


1242.5625 




6768.75 


105.556 


1827.5625 




4611.33 


87.407 


1253 1600 




6816 33 


105.926 


1840. 4100 






87.778 


1263.8025 




6861.08 


106.296 


1853 3025 




4720.33 


88 148 






6912.00 


106.667 


1866.2400 




4760.08 


88.519 


1265.2225 




6960,08 


107.037 


1879.2225 


M 


4800.00 


88.SS9 


1296.0000 


29,0 


7008,33 


107.407 


1892 2500 




4840.08 


89.2r.9 


1306,8223 




7056.75 


107.778 


1905 3225 




4880 33 


S9 630 


1317 6900 




7105.33 


108.148 


1918.4400 




4920.75 












1931 .6025 




4961,33 


90.370 


1339.5600 






108.889 


1944.8100 




5002,03 


90.741 


1350 5625 




72r.2.oa 


109.259 


1958 0625 




50«,00 


91. lU 


1361.6100 




7301.33 


109.630 


1971,3600 




5084.08 


91.481 


1372.7025 




7350.75 


110.000 


1984.7025 




!>]25.33 


91,852 


1383.8100 




7400.33 




1998.0900 












7450.08 


110,741 


2011. 522S 


25 


5208.33 


92.593 


1406.2500 


30.0 


7500.00 


111. Ill 


2025.0000 



Cl'BIC COKTESTS OF COMTOXPINT PAIITS OF LKVEB BMBAN'KUENTa 177 

TABLE XIII Side Slopes of Triangular Part 1} : 1 and 3 : 1 



m 


Pin 

Cn-Vdn. 

pffioon. 


Cu. Yik. per 
100 FL 


Triissulv 


m 


•^^ 


"iM 7il" 


Bq. Ft. in 


30.1 


7550,08 


111.481 


2038.5225 


35.1 


10266,75 


130.000 


2772.0225 






111.852 


2052,0900 




10325,33 


130,370 


2787.8400 


.3 


7850,75 


112 222 


2065-7025 








2803.7025 


A 


7701 ,33 


112.593 


2079.3600 


.4 


10443,00 


131.111 


2819. 6100 


■5 


7752.08 


112 963 


2093,0625 


.5 


10502,08 


131.481 


2835.5625 


.6 


7803.00 


113,333 


2106.8100 


.6 


10561.33 


131.852 


2851.5600 




7SS4.0a 


113.704 


2120.6025 


,7 


10620 75 


132.222 


2867,6025 


,S 


7905,33 








10680.33 




2883.6900 


.9 


7SS6.75 


114.444 


2148 3225 


.9 


10740,08 


1,12.963 


2899,8225 


31.0 


S008.33 


114.815 


2162.2500 


36.0 


10800 00 


133.333 


2916.0000 


I 


8060,08 


115,185 


2176.2225 


.1 


10860 OS 


133,704 


2932,2225 


.2 


8112,00 


115.556 


2190,2400 


.2 


10920 33 


134 ! 074 


2948 4900 


.3 




115.926 


2204,3025 








2964.8025 


.4 


8216 33 


116.206 






11041.33 


134,815 


2981,1600 


.5 


8368.75 


116.667 


2232,5025 


^5 


11102 08 


135-185 


2997-5625 


.6 


8321,33 


117.037 


2246.7600 


e 


11163.00 


135 556 


3014-0100 


.7 


8374.08 


117.407 


2261.0025 


.7 


II224 08 


135.926 


3030.5025 




S«27,O0 


117 778 


2275 2900 




11285 33 


136.296 










2289,6225 


.9 






3063,6225 


32.0 


8533.33 


118.519 


2304 OOOO 


37.0 


11408,33 


137^037 


3080 2500 


,1 


8588,75 


118.BS9 


2318.4225 


,1 


11470.08 


137.407 


3096.9225 


^3 


8640.33 


119.259 


2332,8900 


^2 


11532 00 


137.778 


3113.6400 


.3 


8694,08 


119,630 


2347.4025 


,3 


11594.08 


138,148 


3130,4025 








2361.9600 




11656.33 






.S 


8802,08 


120,370 


3376.5625 


.5 


11718.75 


138.889 


3164.0626 


.6 


8850.33 


120.741 


23B1.2100 


.6 


11781 33 


139,259 


3180.9600 


.7 


8810,75 








11844.08 




3197,9025 


.8 


8985.33 


l2l!4Sl 


2420.6400 


.8 




MO, 000 


3214 8900 


.9 


9020 OS 


121 852 


2435 4225 




11970.08 


1.10,370 


3'231,9225 


33 O 


9075 00 


122 222 


2450.2500 


38.0 


12033.33 


140-741 


3249.0000 


, 


9130.08 


122.593 


2465.1225 


,1 


12096,75 


141-111 


3266.1225 




9185.33 


122.963 


2480,0400 


.2 


12160.33 


141 481 




.3 


9240.75 


123.3.33 


2495. 0U25 


.3 




141,852 


3300,5025 


.4 


9296 33 


123 704 


2510.0100 




12288,00 


142.222 


3317.7600 


.G 


9352.08 


124.074 


2525.0625 


.5 


12352.08 


142.593 


3335.0625 


-8 


9408.00 


124 444 


2540,1600 


.6 


12416,33 


142.963 


3352,4100 


.7 


9464.06 


124.815 


2555 3025 


,7 


12480.75 


143.333 


3369,8025 


-S 










12545.33 


143,704 


3387 .2400 


,» 


9576.75 


125-556 


2585,7225 


-9 


12610,08 


144.074 


3101.7225 


34.0 


9633.33 


125-926 


2601.0000 


39-0 


12675.00 


144.444 


3422.2500 


, 


9090 08 


126,296 


2616,3225 


, 


12740,08 


144.815 


343U-8225 


.n 


9747.00 


126-687 


2631 .6900 


^2 


12805.33 


145.185 


3457.4400 


.3 


9804.08 


127-037 


2647,1025 




12870.75 




3475.1025 


.4 


9861,33 




2662.5600 






145.926 


3492.8100 


.5 


9918.75 


127-778 


2678,0625 


'.5 


13002,08 


146.296 


3510.5625 


.B 


9976.33 


128,148 


2693.6100 


.6 


13088,00 


146,667 


3528.3600 


.7 


10031 08 


128.519 


2709,2025 






147.037 


3546.2025 


.a 


10092.00 


138.889 


2721.8400 




13200.33 


147.107 


3564.0900 


.9 






2740,5225 




13266.75 




3582.0225 


36. 


10208-33 


129.630 


2756.2500 


40,0 


13333.33 


148.148 


3600.0000 



JT6 (TBIC CON'TEXT'i OF fYlMPOSENT PABTS O? LETEE ElfBAVKlCE3)TB 

TABLE Xin Side Slopa of TriuEulv Part li : 1 and S : 1 



H 


c»r*. 






m 






^ 


40.1 


IS40O.0S 


t4S.51B 


38IS.022S 


45.1 


iMso.n 


irr.tar 


4SX.S23S 


.2 


134S7.00 


I4S.«S» 


3638 0900 




1702S.33 


1*7.407 


45«.f«0i 


.3 


13&34.0S 


I4»,2S« 






17100.75 


l«7.77l 


4617.3035 




ueoi 33 


149 630 


3B72.380O 




17178.33 


168.14S 


46X7.01110 


.5 


I3B68.7S 


150,000 


3690.5825 




17353 08 


168.51B 


4aU.0635 


, 


13736 33 


150.370 


37M 8100 




17328.00 


i68.n> 


4071.5600 


.7 


13804. OS 


ISO. 741 


3727.1005 




17404.06 


las.aso 


4eW.103S 


.8 


I38T2.00 


ISt.Ill 


1745.4400 




t74m.33 


lio.ao 


4719.6600 




I3IM0.06 


151 .481 


3763. B22S 




17506.75 


170.000 


4740.3335 


41.0 


MOOS. 33 


151 .852 


'3782.2900 


46.0 


17633.33 


I70.S70 


4761.0000 


.1 


14076.75 


152.221 


3800 7225 




17710.06 


170.741 


47S1.7235 


.2 


14145.33 


152.598 


3819.2400 




177S7.00 


171.111 


4803.4900 


.3 


14214 08 


152.963 


3S37.8025 




■7864.06 


171.481 


4823,3035 


.4 


14283 00 


153.333 


3856,4100 




17941.33 


171.852 


4844.1600 


.5 


14352.08 


153-704 


3*75, OOS 




18018.7S 


172.223 


4865.0635 


e 


14421 33 


154.074 


3803 7800 




18096 33 


172.5*3 


4886 0100 


'7 


14490 75 


154.444 


3912 5025 




1817106 


172.963 


4907,0035 




I45M.33 


154,815 


3931 2900 




18252.00 


173.333 


4028.0400 


.B 


14830,08 




3S50 1225 




18330.08 


173 704 


494S.132S 


42.0 


14700 00 


155,558 


3969 0000 


47^0 


18408.33 


174.074 


4S70.2500 


.1 


14770,08 


155,926 


3987 9225 


.1 


18486.75 


174.444 


4091. 4225 


.2 


14840 33 


156,296 


4006 8900 


.2 




174.815 


5013.6400 






156,667 


4025 9025 




18644 08 


175.185 


5033.9025 


.4 


14981,33 


157.037 


4044 9600 






175.556 


5055.2100 


.5 


15052 08 


157.407 


4084.0625 




18802.08 


175.B26 


5076.5635 


.« 


15123 00 


157.778 


4083 2100 




18881.33 


176.396 


5097.9600 




15194 08 


158.148 


4102 4025 




18980,75 


176 667 


5119.4025 




152«&,33 


158.519 


4121.6400 




190.10.33 


177. 0O7 


5140-8900 


.» 


1533B.75 




4140 9225 




19120.08 


177,407 


5162 4235 


43 


1540S 33 


159,259 


4160.2500 


48^0 


19200 00 


177.778 


5184.0000 


, 


15480 OR 


159.630 


4179 6225 




19280.08 


178.148 


5205. 62» 


'2 


15552.00 


160,000 


4199 0400 


'2 




■78.519 


5227.2900 




15824,08 


160.370 


4218 5025 




19440.75 


178-880 


5249.0025 


.4 


15896,33 




4238 0100 




19521.33 


179.259 


5270.7600 


.5 


15788,75 


181.111 


4257,5625 




19602.08 


179.630 


5292.5825 


.0 


15841 33 


181.481 


4277 1600 




19683,00 


180.000 


5314.4100 


,7 


15914.08 


161 ! 852 


42B6 8025 






180-370 


5338.3025 




15987,00 


162.222 


4318,4900 




19815,33 


180.741 


5358.2400 




16060,08 


162.593 


4336.2225 




19926 75 


181.111 




44!o 


16133, :i3 


162.963 


4356.0000 


4b!o 


20008.33 


181.481 


5402.2500 


_x 


18206.75 


163,333 


4375.8225 




20090.08 


181,852 


5434.3235 


.2 


18280,33 




4395,6900 




20172.00 


182,223 


5446.4400 


.3 


16354.08 


164 074 


4415 6025 




20254.08 


182.593 


5468 6025 




16428 00 




4435.5600 




20336,33 


182,983 


5490.8100 


.5 


16502,08 


164.815 


4455.5(06 




20418.75 


183.333 


5513.0835 


_fl 


16578,33 


185.185 


4475.8100 




20501.33 


183.704 


5535.9600 


.■7 


16650.75 


165.656 


4495-7025 




30584.08 




M57.7025 


.8 


18725,33 


165.926 


4515.8400 




20687.00 


184.444 


55S0.OBOO 


.9 


16800,08 


166.296 


4536.0225 




20750.08 


184.815 


5603.5325 


4S.0 


16875,00 


168.667 


4556.2500 


50.0 


20833.33 


185.185 


5625.0000 



CDBIC COKTENTS OF COMPONENT PAETS OF LEVEE EHBANSUENTS 179 

TABLE XIII Side Slopes of Triangular Part li : 1 and 8 ; 1 



m 


Triunhr 

Put 


RHtiniutu 


Sn.Pi.iB 

CnwSKtioD 
TriKwiltr 


Vntial 


TriiniulU 

Cu. Y*. 
psIOOFt 


100 Ft 


ftl.Ft.b 

Cn«3H!tid. 

Tri«pil»r 

Purt 


50.1 


20916.75 


18,5,556 


5847.5225 


55.1 


25300.08 


204.074 


0831.0325 




21000.33 


185,926 


5670.0900 


.3 


35392.00 


204.444 


0855.8400 




31084 OS 


186,296 


5692.7025 


,3 


25484.08 


204. SI5 


0880-7025 








5715.3600 




25576.33 




0905.6100 




21352 08 


187,037 


5738.0625 


,5 


25668,75 


205.550 


6930.5625 




21338.33 


187,407 


5760.8100 


,6 


25761.33 


205,926 


8955.5600 




21420,75 


187,778 








206.296 


6980.6025 




21505.33 


188,148 


5806.4100 


,8 


25947.00 


206.667 


7005,6900 




21590.08 


188 519 


5S29.3225 


,9 


36040.08 




7030.8225 


sro 


21675,00 


188. S89 


5852.2500 


.50.0 


26133.33 


207.407 


7056.0000 




21760.08 


189 259 


5875.2225 


.1 


36226.75 


207.778 


7081.2225 




-21845 33 




5898.2400 




26320.33 




7100.4900 




21S30.75 


190.000 




,3 


26414 OS 


208.519 


7131 8025 




22016,33 


190,370 


5944.4100 




26508.00 


208,889 


7157.1600 




22102 OS 


190,741 


5967,5625 


.5 


26602.08 


209,259 


7182.5625 




221SB.00 


191.111 


5990.7600 


,6 


20696.33 


209.630 


7208.0100 




22274.08 


191 ,481 


6014 0025 


,7 1 26790,75 


210,000 


7233 5025 




22380 33 




6037.2900 






72.59.0400 




22446.75 


11I2]222 


6060.6225 


'9 26980-08 


210 741 


7284.6225 


52^0 


22533,33 


192,593 


0084.0000 


57,0 27075,00 


211,111 


7310 3500 




22620.08 


192,903 


6107,4225 


,1 1 27170.08 


211.481 


7315.9225 






193,333 


61.W.8900 


.2 1 27265,33 


211,852 


7361.6400 








6154.4025 


.3 ' 27380.75 


212,222 


7387,4025 




22881 33 


194.074 


6177.9600 


A 1 27456.33 


312.593 


7413.2100 




2296*, 75 


194.444 


6201.5625 


.5 ! 27552.08 


212.963 


7439.0625 




2306fl,33 


194. 81S 


6225.2100 


.0 


27648-00 


213 333 


7401.9600 




23144,08 


195.185 


6248.9025 




27744.08 


213.704 






23232,00 


195.556 


6272.6400 




27840.33 


314.074 






23320,08 


195.926 


6296.4225 


-9 


27936.75 


214.444 


7M2.9225 


53,0 


23408.33 


198.296 


6320. 3.W0 


58.0 


38033.33 


214.815 


7569,0000 




234B6.75 


196,667 


6314 1225 


J 


38130.08 


215.185 


7595,1226 




23586,33 


197] 037 




2 


28227.00 


215.556 


7621.2900 




23674,08 


107,407 


6392.0025 




28324,08 


215.926 


7647,5035 




23783.00 




6416 OLOO 




38421.33 


216 396 


7673.7600 




23852,08 


198,148 


6110.0625 


'.5 


28518.75 


316,667 


7700,0625 




23941 33 


198,519 


0464.1600 


6 


28616.33 


217,037 


7726.1100 




24030,75 


198,889 


6188 3025 




38714 08 




7752. 802S 




24120.33 


199.259 


6512.4900 




28812.00 


217,778 


7779,2400 




34210.08 


199,630 


6536 7225 




28910.08 


318,148 


7805,7225 


m!o 


24300 00 


200.000 


6561.0000 


59.0 


29008.33 


218.519 


7832.2500 




24390.08 


200.370 


6685.3225 


, 


29106.75 


218.889 


7858,8225 




24480,33 


200.741 


6609.6900 




20305,33 








24570.75 


201.111 


6634.1025 


,3 


39304.08 


219.030 






2te61.33 


201.481 


6658.5600 




29403.00 


220.000 


7938.8100 




24752 08 


201.852 


6683.0625 


•5 


29502.08 


220.370 


7965,5625 




24843 00 


202,222 


0707.6100 


,0 


29601,33 


220.741 


7992.3600 




24S34 08 




6733.3026 




29700.75 




8019.202S 




25025,33 


202.963 


6756.8400 




29800 33 




8046-0900 




26116,75 


203.333 


6781.5225 


.9 


29900,08 


231.852 


8073.0235 


55!o 


25208,33 


203.704 


6800.2500 


60-0 


30000,00 


222.222 


8100-0000 



ISO CUBIC CONTENTS OP COUI^XENT FARTS OF LEVEE KUBANKMESN 
TABLE XIV Side Slopes of Triangular Part 2 : 1 and S : 1 



Vfrtin] 




PHt 


Bq.Ftio 


m 


CD.YdL 

iHioon. 


IFt.'SU 


Bq.Pt,ta 


0.1 


0.09 


0.370 


0.025 


5.1 


240,83 


18.889 


85,025 




0.37 


0.741 


0.100 






10-359 


67-600 




0.83 


i.ni 


0.225 


.3 


260.09 


19,630 


70-225 




1.4S 


1,481 


0.400 






30.000 


73-900 




3.31 


1.853 


0.625 


.5 


280,09 


20,370 


75,635 




3.33 


3,232 


0.9DO 


.6 


290,37 


20,741 


78,400 




4.54 


2,593 


1.225 




300,83' 


31.111 


81,335 




b.93 


2,903 


1.600 


.8 


311.48 


21.481 


84.100 




7.50 


3,333 


2.025 




322,31 


31.852 


87.035 




9.26 


3,70* 


2.500 


6,0 


333,33 


23.222 


00.000 




11.20 


4,074 


3.025 


1 


344,54 


32.693 


93.035 




13.33 


4.444 


3,000 


.2 


355,93 


23.963 


98.100 




15.65 


4.S15 


4 225 


.3 


367.50 


33.333 


99.235 


* 


18.15 


5.185 


4,900 




378,26 


23.704 


103.400 




30.33 


5.55« 


5,625 


.5 


391,30 


24.074 


105.635 




33.70 


5.936 


6,400 


.6 


403,33 


U.444 


108.000 






6.296 


7,225 




415.65 


34.815 


113 225 




30,00 


6.667 




.8 


428.15 


as. 185 


115 600 




33.43 


7.037 


9,035 


.9 


440.83 


35.656 


119,035 




37.0* 


7.407 


10.000 


7.0 


453.70 


35.036 


123 500 




40.83 


7.778 


11 035 


.1 


466.76 


28.396 


126,025 




44.81 


8.148 


12,100 




480.00 


26.667 






■48,98 


S 51B 




.3 


493.43 




133.235 




53.33 


8.88B 


14,400 




607,04 


27.407 


136.900 




57.87 


9.2SS 


15,625 




620.83 


27.778 


140.625 




62.59 


9.630 


16.900 


,6 


534,81 


38,148 


144-400 




87.50 


10 000 


18 225 




518,98 


28 519 


148 233 




Zi.r.B 




19,600 








152,100 






10,741 




,S 




39,359 


156.025 




83.33 


11.111 


23,500 


8,0 


592,59 


29-630 


160 000 




M.BH 


11,481 


34 025 


,1 


607 50 


30 000 


164 025 




m!81 


11 ! 853 


25,600 


,2 


622 59 


30.370 


168.100 




100.83 


12,222 


27,225 




637.87 


30,741 


















176 400 




li:i,43 


13.963 


30.635 


:5 


668.98 


31 481 


180.635 




120.00 


13.333 


32,400 


e 


684,81 


31-852 


184.900 




126,70 


13,704 


31,225 


'■7 


700'83 


32!333 


189.225 




133,70 


14,074 


36,100 


,8 


717.04 


32,593 


193.600 




140.83 




38,025 








198,025 




148,15 


14,815 


40.000 


9,0 


750.00 


33,333 


202,500 




l.M,fi.1 


IS. IRS 


42.025 


1 


766.76 


33,704 


207-025 










^2 




34,074 


211-600 




171 .'20 


IS. 026 


46.235 




800,83 


34,444 


216-235 




179,26 


16,296 


4S.400 




818, IS 


34,815 


230,900 




187,50 


16,667 


50,625 


.:i 


835.65 


35,185 


235.825 




195.93 


17,037 


52,900 


.6 


853-33 


35-556 


230.400 




204,54 




55,235 






35,926 


235.225 




213,33 


17.778 


57,600 


^8 


889.26 


36,296 


240.100 


!» 


222.31 


18.148 


60,025 


.9 


907.50 


3S.667 


245.025 


S,0 


231 ,48 


18.519 


63,500 


10.0 


925.93 


37.037 


250.000 



;C CONTEKT« OF COMPONENT PAETS OP LEVEE EMBANKMENTS 181 

.BLE XIV Side Sldpes of Triftngulu- Put 2 : 1 and S : 1 





Cu. Ydi 
per 100 Ft. 




S4.F(.iii 

CmSntioD 

Tfitngulif 

Purt 


Hoibt 
mftm 


TmiKulu 
Plrt 


Ftrl 
Cu. Yd™ 


•^Mr 




944.54 


37.407 


255,025 


15,1 


2111 20 


55.926 


.■570,025 


t 


963.33 


37.778 


260.100 


.2 


3139.36 


56.296 


577,600 


3 


982.31 


38.148 


265.225 




2167.50 


56,667 


585,225 


4 




38.L19 


270,400 




2195.03 


57,037 


592,900 


■' 


1020.83 


38.889 


275.625 




2231.54 


57,407 


600,625 


.e 


1040.37 


39.259 


280.900 




2253.33 


57,778 


60S. 400 




1060.09 


39.630 


286.225 




2282.31 




616 225 


.8 


1080,00 


40.000 


291,600 






58.519 


624,100 


.9 


1100.09 








2340.83 


58.889 


632.025 


lI.O 


1120 37 


40.741 


302.500 


16.0 


2370.37 


59,250 


640.000 


.1 


1140.83 


41.111 


308.025 




2400 OS 


50.630 


Mi.tOi 


.3 


1161 48 


41.481 


313 600 




2430.00 


60.000 


656.100 


.8 


1182 31 


41.852 


310,225 




2460.09 


60,370 


664.225 




1203.33 


42.222 


324.900 




2490.37 


00.741 


672.400 


.5 


1224,54 


42.593 


330.625 




2520.83 


61.111 


680.625 


.« 


124S.93 


42.963 


336.400 




2551.48 


61.481 


688.900 




1267.50 


43.333 


342.225 




2582.31 


61.853 


607,225 


.8 


1289.26 


43.704 


348.100 




2613 33 


62,223 


705.600 


.9 


1311.20 


44,074 


354.025 




2644.54 


62.593 


714.025 


13.0 


1333 33 


44.444 


360.000 


17.0 


2675.93 


62,963 


722.500 


.1 


1355.65 


44.815 


366.025 




2707.50 


63.333 


731,025 


.2 


1378,15 


45.185 


372.100 




2739.26 




739,600 


.3 


1400.83 


45.556 


378.225 




2771.20 


64,074 


748,225 


.4 


1423 70 








2803.33 


64,444 


756,900 


.5 


1446-78 


46.296 


390.625 




2835.65 


64.815 


765,625 


.6 


1470 00 


46.667 


396.900 




2868.15 


65,185 


774,400 




1493.43 


47.037 


403.225 




2900.83 


65,556 


783,225 


.8 


1517.04 


47.407 


409.600 




2S33.70 


65-926 


702,100 


.9 


1540.83 


47.778 


416.025 




2066.76 


66.296 




13.0 


1564.81 


48.148 


422.500 


18*0 


3000.00 


66,667 


810,000 


.1 


1588.98 


48.519 


429.025 




3033.43 


67,037 


819,025 


.2 


1613.33 


48.889 






3067,04 


67,407 


828,100 


3 


1637.87 


49.259 


442 '225 




3100.83 


67,778 


837,225 


.4 


1862.59 








3134,81 


68,148 


846,400 


.5 


1687.50 


50.000 


455.625. 




3168,98 


68,519 


855.625 


.6 


1712.59 


50 370 


462.400 




3203,33 


68,889 


864.900 


.7 


1737.87 


50-741 


469.225 




3237,87 


69,259 


874,225 




1763,33 


51.111 


476.100 




3272,50 


69.630 


883,600 


.» 


1788 98 


51 481 


483. 025 




3307,50 


70,000 


893 025 


14.0 


1814.81 


51.852 


490.000 


19.0 


3342-50 


70,370 


902,500 


.1 


1840 83 


52 222 


497.025 




3377.87 


70.741 


912,025 


.2 


1867.04 




504.100 




3413,33 


71.111 


021,600 


.3 


1893.43 


52.963 


511 225 




3448.98 




931.225 


.4 


1930.00 


53.333 






3484 81 


71.853 


940.000 


.6 


1046.76 


53,704 


5i5]625 




3520,83 


72,223 


950 625 


.6 


1973.70 


54,074 


532.900 




3557.04 


72,593 


960.400 


.7 


2000.83 


64-444 


540.225 




3593 43 


72-963 


970 225 


.8 


2028.15 


54.815 


547,600 




3630 00 


73,333 


980,100 


.9 


3055.65 


55,185 


555.025 




3686.76 


73.704 


990,025 


15.0 


2083-33 


55.558 


562.500 


2o!o 


3703.70 


74,074 


1000,000 



18*2 CUBIC CONTENTS OF COMPONENT PARTS OF LEV1BE E3CBANKMENT8 



TABLE XI^ 


Side Slopes of Trians^lar Part 2 : ] 


and 3 : 


1 


Vrrtind 
Hraght 
in Feet 


Trianftular 

Pvt 

Cu.Yd8. 

per 100 Ft. 


Rectangular 

Part 

1 Ft Crown 

Cu. Yds. per 

100 Ft. 


Sq.Ftin 
Cross Seotion 

Pfcrt 


Vertical 
Height 
in Feet 


Triangolar 

Part 

Cu.Ydfc 

per 100 Ft 


Reetaacnlar 

Ptot 

IFtCrovD 

CiLYdLpar 

100 Ft 


8«.nii 

CraaBeeCia* 

TUuwalar 

PlHi 


20.1 


3740.83 


74.444 


1010.025 


25.1 


5833.43 


92.963 


1575.025 


.2 


3778.15 


74.815 


1020.100 


.2 


5880.00 


93.333 


1587.600 


.3 


3815.65 


75.185 


1030.225 


.3 


5926.76 


93.704 


1600.225 


.4 


3853.33 


75.556 


1040.400 


.4 


5973.70 


94.074 


1612.900 


.5 


3891.20 


75.926 


1050.625 


.5 


6020.83 


94.444 


1625.625 


.6 


3929.26 


76.296 


1060.900 


.6 


6068.15 


94.815 


1638.400 


.7 


3967.50 


76.667 


1071.225 


.7 


6115.65 


95.185 


1651.225 


.8 


4005.93 


77.037 


1081.600 


.8 


6163.33 


95.556 


1664.100 


.9 


4044.54 


77.407 


1092.025 


.9 


6211.20 


95.926 


1677.025 


21.0 


4083.33 


77.778 


1102.500 


26.0 


6259.26 


96.296 


1690.000 


.1 


4122.31 


78.148 


1113.025 


.1 


6307.50 


96.667 


1703.025 


.2 


4161.48 


78.519 


1123.600 


.2 


6355.93 


97.037 


1716.100 


.3 


4200.83 


78.889 


1134.225 


.3 


6404.54 


97.407 


1729.225 


.4 


4240.37 


79.269 


1144.900 


.4 


6453.33 


97.778 


1742.400 


.5 


4280.09 


79.630 


1155.625 


.5 


6502.31 


98.148 


1755.625 


.6 


4320.00 


80.000 


1166.400 


.6 


6551.48 


98.519 


1768.900 


.7 


4360.09 


80.370 


1177.225 


.7 


6600.83 


98.889 


1782.225 


.8 


4400.37 


80.741 


1188.100 


.8 


6650.37 


99.259 


1795.600 


.9 


4440.83 


81.111 


1199.025 


.9 


6700.09 


99.630 


1809.025 


22.0 


4481.48 


81.481 


1210.000 


27.0 


6750.00 


100.000 


1822.500 


.1 


4522.31 


81.852 


1221.025 


.1 


6800.09 


100.370 


1836.025 


.2 


4563.33 


82.222 


1232.100 


.2 


6850.37 


100.741 


1849.600 


.3 


4604.54 


82.593 


1243.225 


.3 


6900.83 


101.111 


1863.225 


.4 


4645.93 


82.963 


1254.400 


.4 


6951.48 


101.481 


1876.900 


.5 


4687.50 


83.333 


1265.625 


.5 


7002.31 


101.852 


1890.625 


.6 


4729.26 


83.704 


1276.900 


.6 


7053.33 


102.222 


1904.400 


.7 


4771.20 


84.074 


1288.225 


.7 


7104.54 


102.593 


1918.225 


.8 


4813.33 


84.444 


1299.600 


.8 


7155.93 


102.963 


1932.100 


.9 


4855.65 


84.815 


1311.025 


.9 


7207.50 


103.333 


1946.025 


23.0 


4898.15 


85.185 


1322.500 


28.0 


7259.26 


103.704 


1960.000 


.1 


4940.83 


85.556 


1334.025 


.1 


7311.20 


104.074 


1974.025 


.2 


4983.70 


85.926 


1345.600 


.2 


7363.33 


104.444 


1988.100 


.3 


5026.76 


86.296 


1357.225 


.3 


7415.65 


104.815 


2002.225 


.4 


5070.00 


86.667 


1368.900 


.4 


7468.15 


105.185 


2016.400 


.5 


5113.43 


87.037 


1380.625 


•5 


7520.83 


105.556 


2030.625 


.6 


5157.04 


87.407 


1392.400 


.6 


7573.70 


105.926 


2044.900 


.7 


5200.83 


87.778 


1404.225 


.7 


7626.76 


106.296 


2059.225 


.8 


5244.81 


88.148 


1416.100 


.8 


7680.00 


106.667 


2073.600 


.9 


5288.98 


88.519 


1428.025 


.9 


7733.43 


107.037 


2088.025 


24.0 


5333.33 


88.889 


1440.000 


29.0 


7787.04 


107.407 


2102.500 


.1 


5377.87 


89.259 


1452.025 


.1 


7840.83 


107.778 


2117.025 


.2 


5422.59 


89.630 


1464.100 


.2 


7894.81 


108.148 


2131.600 


.3 


5467.50 


90.000 


1476.225 


.3 


7948.98 


108.519 


2146.225 


.4 


5512.59 


90.370 


1488.400 


.4 


8003.33 


108.889 


2160.900 


.5 


5557.87 


90.741 


1500.625 


.5 


8057.87 


109.259 


2175.625 


.6 


5603.33 


91.111 


1512.900 


.6 


8112.59 


109.630 


2190.400 


.7 


5648.98 


91.481 


1525.225 


.7 


8167.50 


110.000 


2205.225 


.8 


5694.81 


91.852 


1537.600 


.8 


8222.59 


110.370 


2220.100 




'0.83 


92.222 


1550.025 


.9 


8277.87 


110.741 


2235.025 




.04 


92.593 


1562.500 


30.0 


8333.33 


111.111 


2250.000 



CUBIC COXTEXTS OP COMPONENT PAItTS OF LEVEE BMBAXKMEXTS 183 

TABLE XIV Side Slopes of TriansuIaT Fart 2 ; 1 and S : 1 



'Is 


Tri«nl.r 

Mi. 


Oj.V<l..per 

109 n. 


P«t 


M 


Triiopi'^ 


'^^ 




30.1 


S388,98 


Ill 481 


226.1,025 


.^Vl 


11407.f* 


130,000 


.1080,02.1 




&I44.8I 


111 852 


2280,100 




11472.. ^9 


130.370 


3097.600 






112.232 


2295,225 




11537 87 


130.741 


3115 225 




8557.04 


112.593 


2310.400 






131,111 


3132.900 




8613 43 


112.9(13 


2325,625 




11668.98 


131,481 


3150.625 




8670 00 


113.333 


2340.000 




11734,81 


131,852 


3168 lOU 




8726 76 


U3.704 


2356.225 




11800.83 


132^222 


3186 22.1 




8783 . 70 




237 1. COO 




n«67 W 




3-.MM.100 




B840.S3 


114.444 


2387,025 




11933.43 


132.963 


3222 025 


3ro 


8898.15 


114.815 


2402 500 


36^0 


12000.00 


133,333 


3240-000 


.1 


8055.65 


115,185 


3418,025 




12066.76 


133.704 


3258-025 




9013.33 


I15!656 


2433.600 




13133.70 


134.074 


3276.100 




9071.20 


115,926 


2449.225 




13200.83 


134.444 


3294.225 




9129,26 


116.296 


24<14.900 




12268.15 


134,815 


3312.400 




9187.50 


110,667 


2480.625 




12335.65 


135.185 


3330.625 




9245.93 


117.037 


2490.400 




12403.33 


135.556 


3348.900 




930*. 54 


117.407 


2512.225 




12471.20 


135,926 


3367.225 




9363.33 


117,778 


2528.100 




13539.26 


136,296 


3385,600 


■g 


9432.31 


118,148 


2544.025 




12607.50 


136 667 


3404.035 


32^0 


9481 .48 


118,519 


3560.000 


37^0 


12875,93 


137,037 


3422.500 




9540.83 


118.889 


3576.025 




12744.54 


137,407 


3441.025 




9600.37 


119,259 


2592.100 




12813.33 


137,778 


3459.600 




9660.09 


119,630 


2608,225 




12882.31 


138,148 


3478.325 




9720.00 


120.000 


3624.400 




12951.48 


138.519 


3496.900 




9780.09 


120.370 


3640.625 




13020 83 


138.889 


3515.625 




9840.37 


120,741 


2656.900 




13090,37 


139.259 


3534.400 




9900.83 


121,111 


2673,225 




13160.09 


139,830 


3553.225 




9961.48 


121,481 


26SB.600 




13230.00 


140.000 


3572.100 




10022.31 


121.852 


2706 025 




13300,09 




3591.025 


33^0 


10083.33 


122.222 


2723.500 


38^0 


13370.37 


140,741 


3610.000 




10144.54 


122.593 


2739.035 




13440.83 


141,111 


3629.029 




10X6.ia 


122,963 


2755.600 




13511.48 


141,481 


3648.100 




10367.50 


123.333 






13582.31 


141. 8S2 


3667.225 




10S29.26 


123.704 


3788.900 




13653.33 


142,222 


3686.400 




lOSBI.aO 


124-074 


2805,825 




13724.54 


142,593 


3705.625 




10453.33 


124,444 


2822.400 




13795,93 


142,963 


3724.900 




10515.65 


124,815 


2S1B.225 




13867.50 


143,333 


3744.225 




10578.15 


125.185 


2856.100 




13939. 2S 


143.704 






10640.83 


125,5.S6 


2873 025 








3783.025 


3«!o 


10703.70 


125,926 


2SB0.000 


39.0 


14083.33 


144-444 


3802,500 




10766.76 


126.296 


2907.025 




14155 65 


144. S15 


3822,025 




10830.00 


126,667 


2921 100 




14228.15 




3841.600 




106B3.43 


127,037 


2911.225 




14300.83 


145,556 


3861,225 




109S7.O4 


127,407 


3958.400 




14373.70 


145,926 


3880.900 




11020.83 


127,778 


2975.625 




14446,76 


146,296 


3900.625 




11064.81 


138.148 


2992.900 




14520.00 


146 667 


3930,400 




11148. 98 


128,519 


3010.22S 




14593.43 


147,037 


3940.225 




■1313.33 


128,889 


3037.600 




14667.04 


147,407 


3960.100 




11377, 87 


139. aM 


3045.025 




14740.83 


147.778 


3980.025 


3s!o 


11342.59 


129,630 


3062.500 


..:S 


14814.81 


148.148 


4000.000 



184 CUBIC CONTENTS OF COIkfPONENT PARTS OF LETOE EMBANKMENTS 



TABLE XIV Side Slopes of Triangular Part 2 : 1 and 3 : 1 



Vertienl 
HeiRht 
in Feel 


Triangular 


Rectangular 
P*rt 


8q. Ft. in 


Vfrtieal 


Triangular 


Reetangukr 
Part 


Sq.vFtia 


Cu.Yda. 


1 Ft Crown 
Cu.ydi.per 


Croes Section 
Triangular 


Height 
in Feet 


On.Y<b. 


IFtCrowB 
Cu.Tda.per 


Cm Sertioa 
Triaognlar 




per 100 Ft. 


100 Ft 

1 


Part 




per 100 Ft 


100 Ft 


Part 


1 
40 1 


14888.98 


1 
148.519 


4020.025 


45.1 


18833.43 


167.037 


5085.025 


.2 


14963.33 


148.889 


4040.100 


.2 


18917.04 


167.407 


5107.600 


.3 


15037.87 


149.259 


4060.225 


.3 


19000.83 


167.778 


5130.225 


.4 


15112.59 


149.630 


4080.400 


.4 


19084.81 


168.148 


5152.900 


.5 


15187.50 


150.000 


4100.625 


.5 


19168.98 


168.519 


5175.625 


.6 


15262.59 


150.370 


4120.900 


.6 


19253.33 


168.889 


5198.400 


.7 


15337.87 


150.741 


4141.225 


.7 


19337.87 


169.259 


5221.225 


.8 


15413.33 


151.111 


4161.600 


.8 


19422.59 


169.630 


5244.100 


.9 


15488.98 


151.481 


4182.025 


.9 


19507.50 


170.000 


5267.025 


41.0 


15564.81 


151.852 


4202.500 


46.0 


19592.59 


170.370 


5290.000 


.1 


15640.83 


152.222 


4223.025 


.1 


19677.87 


170.741 


5313.025 


.2 


15717.04 


152.593 


4243.600 


.2 


19763.33 


171.111 


5336.100 


.3 


15793.43 


152.963 


4264.225 


.3 


19848.98 


171.481 


5359.225 


.4 


15870.00 


153.333 


4284.900 


.4 


19934.81 


171.852 


5382.400 


.5 


15946.76 


153.704 


4305.625 


.5 


20020.83 


172.222 


5405.625 


.6 


16023.70 


154.074 


4326.400 


.6 


20107.04 


172.593 


i 5428.900 


.7 


16100.83 


154.444 


4347.225 


.7 


20193.43 


172.963 


5452.225 


.8 


16178.15 


154.815 


4368.100 


.8 


20280.00 


173.333 


5475.600 


.9 


16255.65 


155.185 


4389.025 


.9 


20366.76 


173.704 


5499.025 


42.0 


16333 33 


155.556 


4410.000 


47.0 


20453.70 


174.074 


5522.500 


.1 


; 16411.20 


155.926 


4431.025 


.1 


20540.83 


174.444 


5546.025 


.2 


1 16489.26 


156.296 


4452.100 


.2 


20628.15 


174.815 


5569.600 


.3 


; 16567.50 


156.667 


4473.225 


.3 


20715.65 


175.185 


5593.225 


.4 


16645.93 


157.037 


4494.400 


.4 


20803.33 


175.556 


5616.900 


.5 


16724.54 


157.407 


4515.625 


.5 


20891.20 


175.926 


5640.625 


.6 


16803.33 


157.778 


4536.900 


.6 


20979.26 


176.296 


5664.400 


.7 


16882.31 


158.148 


4558.225 


.7 


21067.50 


176.667 


5688.225 


.8 


16961.48 


158.519 


4579.600 


.8 


21155.93 


177.037 


5712.100 


.9 


17040.83 


158.889 


4601.025 


.9 


21244.54 


177.407 


5736.025 


43.0 


17120.37 


159.259 


4622.500 


48.0 


21333.33 


177.778 


5760.000 


.1 


17200.09 


159.630 


4644.025 


.1 


21422.31 


178.148 


5784.025 


.2 


17280.00 


160.000 


4665.600 


.2 


21511.48 


178.519 


5808.100 


.3 


17360.09 


160.370 


4687.225 


.3 


21600.83 


178.889 


5832.225 


.4 


17440.37 


160.741 


4708.900 


.4 


21690.37 


179.259 


5856.400 


.5 


17520 83 


161.111 


4730.625 


.5 


21780.09 


179.630 


5880.625 


.6 


17601.48 


161.481 


4752.400 


.6 


21870.00 


180.000 


5904.900 


.7 


: 17682.31 


161.852 


4774.225 


.7 


21960.09 


180.370 


5929.225 


8 


17763 33 


162.222 


4796.100 


.8 


22050.37 


180.741 


5953.600 


.9 


17844.54 


162.593 


4818.025 


.9 


22140.83 


181.111 


5978.025 


14 


17925.93 1 

1 


162.963 


4840.000 


49.0 


22231.48 


181.481 


6002.500 


.1 


i 18007.50 


163.333 


4862.025 


.1 


22322.31 


181.852 


6027.025 


.2 


1 18089.26 


163.704 


4884.100 


.2 


22413.33 


182.222 


6051.600 


3 


1 

; 18171.20 


164.074 


4906.225 


.3 


22504.54 


182.593 


6076.225 


.4 


18253.33 


164.444 


4928.400 


.4 


22595.93 


182.963 


6100.900 


r, 


18335.65 


164.815 


4950.625 


.5 


22687.50 


183.333 


6125.625 


.« 


; 18418.15 


165.185 


4972.900 


.6 


22779.26 


183.704 


6150.400 


.7 


18500.83 


165.556 


4995.225 


.7 


22871.20 


184.074 


6175.225 


.8 


' 18583.70 


165.926 


5017.600 


.8 


22963 33 


184.444 


6200.100 


.9 


1 18666.76 


166.296 


5040.025 


.9 


23055.65 


184.815 


6225.025 




SO. 00 


166.667 


5062.500 


50.0 


23148.15 


185.185 


6250.000 



CUBIC CONTENTS OF COMPONENT PARTS OF LEVEE EMBANKMENTS 185 



TABLE XIV Side Slopes of Triangular 


Part 2 : 1 


and 3 : 


1 


VflrtioJ 
HeiKfat 
iaFbet 


Trianinihr 

P*rt 

Cu.Yds. 

per 100 Ft 


Reetansnlar 

Pwt 

iFt Crown 

Cu. Yds. per 

100 Pt 


Sq.FtiD 

Croas Section 

TriaoguUr 

Part 


Vertical 
Height 
mFect 


TViaagular 

Part 

Cu.Yd8. 

per 100 Ft. 


Rectangular 

Part 

1 Ft. Crown 

Cu. Yds. per 

100 Ft. 


Sq. Ft. io 

Croas Bfctiaa 

Triangular 

P*rt 


50.1 


23240.83 


185.556 


6275.025 


55.1 


28111.20 


204.074 


7590.025 


.2 


23333.70 


185.926 


6300.100 


.2 


28213.33 


204.444 


7617.600 


.3 


23426.76 


186.296 


6325.225 


.3 


28315.65 


204.815 


7645.225 


.4 


23520.00 


186.667 


6350.400 


.4 


28418.15 


205.185 


7672.900 


.5 


23613.43 


187.037 


6375.625 


.5 


28520.83 


205.556 


7700.625 


.6 


23707.04 


187.407 


6400.900 


.6 


28623.70 


205.926 


7728.400 


.7 


23800.83 


187.778 


6426.225 


.7 


28726.76 


206.296 


7756.225 


.8 


23894.81 


188.148 


6451.600 


.8 


28830.00 


206.667 


7784.100 


.9 


23988.98 


188.519 


6477.025 


.9 


28933.43 


207.037 


7812.025 


51.0 


24083.33 


188.889 


6502.500 


56.0 


29037.04 


207.407 


7840.000 


.1 


24177.87 


189.259 


6528.025 


.1 


29140.83 


207.778 


7868.025 


.2 


24272.59 


189.630 


6553.600 


.2 


29244.81 


208.148 


7896.100 


.3 


24367.50 


190.000 


6579.225 


.3 


29348.98 


208.519 


7924.225 


.4 


24462.59 


190.370 


6604.900 


.4 


29453.33 


208.889 


7952.400 


.5 


24557.87 


190.741 


6630.625 


.5 


29557.87 


209.259 


7980.625 


.6 


24653.33 


191.111 


6656.400 


.6 


29662.59 


209.630 


8008.900 


.7 


24748.98 


191.481 


6682.225 


.7 


29767.50 


210.000 


8037.225 


.8 


24844.81 


191.852 


6708.100 


.8 


29872.59 


210.370 


8065.600 


.9 


24940.83 


192.222 


6734.025 


.9 


29977.87 


210.741 


8094.025 


52.0 


25037.04 


192.593 


6760.000 


57.0 


30083.33 


211.111 


8122.500 


.1 


25133.43 


192.963 


6786.025 


.1 


30188.98 


211.481 


8151.025 


.2 


25230.00 


193.333 


6812.100 


.2 


30294.81 


211.852 


8179.600 


.3 


25326.76 


193.704 


6838.225 


.3 


30400.83 


212.222 


8208.225 


.4 


25423.70 


194.074 


6864.400 


.4 


30507.04 


212.593 


8236.900 


.5 


25520.83 


194.444 


6890.625 


.5 


30613.43 


212.963 


8265.625 


.6 


25618.15 


194.815 


6916.900 


.6 


30720.00 


213.333 


8294.400 


.7 


25715.65 


195.185 


6943.225 


.7 


30826.76 


213.704 


8323.225 


.8 


25813.33 


195.556 


6969.600 


.8 


30933.70 


214.074 


8352.100 


.9 


25911.20 


195.926 


6996.025 


.9 


31040.83 


214.444 


8381.025 


53.0 


26009.26 


196.296 


7022.500 


58.0 


31148.15 


214.815 


8410.000 


.1 


26107.50 


196.667 


7049.025 


.1 


31255.65 


215.185 


8439.025 


.2 


26205.93 


197.037 


7075.600 


.2 


31363.33 


215.556 


8468.100 


.3 


26304.54 


197.407 


7102.225 


.3 


31471.20 


215 926 


8497.225 


.4 


26403.33 


197.778 


7128.900 


.4 


31579.26 


216.296 


8526.400 


.5 


26502.31 


198.148 


7155.625 


.5 


31687.50 


216.667 


8555.625 


.6 


26601.48 


198.519 


7182.400 


.6 


31795.93 


217.037 


8584.900 


.7 


26700.83 


198.889 


7209.225 


.7 


31904.54 


217.407 


S614.225 


.8 


268C0.37 


199.259 


7236.100 


.8 


32013.33 


217.778 


8643.600 


.9 


26900.09 


199.630 


7263 025 


.9 


32122.31 


218.148 


8673.025 


54.0 


27000.00 


200.000 


7290.000 


59.0 


32231.48 


218.519 


8702.500 


.1 


27100.09 


200.370 


7317.025 


.1 


32340.83 


218.889 


8732.025 


.2 


27200.37 


200.741 


7344.100 


.2 


32450.37 


219.259 


8761.600 


.3 


27300.83 


201.111 


7371.225 


.3 


32560.09 


219.630 


8791.225 


.4 


27401.48 


201.481 


7398.400 


.4 


32670.00 


220.000 


8820.900 


.5 


27502.31 


201.852 


7425.625 


.5 


32780.09 


220.370 


8850.625 


.6 


27603.33 


202 222 


7452.900 


.6 


32890.37 


220.741 


8880.400 


.7 


27704.54 


202.593 


7480.225 


.7 


33000.83 


221.111 


8910.225 


.8 


27805.93 


202.963 


7507.600 


.8 


33111.48 


221.481 


8940.100 


.9 


27907.50 


203.333 


7535.025 


.9 


33222.31 


221.852 


8970.025 


55.0 


28009.26 


203.704 


7562.500 


60.0 


33333.33 


222.222 


9000.000 



SECTION m 

CUBIC CONTENTS, DIMENSIONS AND COMPONENT PARTS OF 
ROAD APPROACHES TO LEVEE EMBANKMENTS 

TABLES XY TO XIX 

Road Approaches with Grades of 10%, 15%, 20%, 25%, 30% 
Attached to Levee Embankments having Side Slopes 

to 1 (vertical) 1 to 1 l^o 1 2 to 1 3 to 1 

Complete road approach with roadway nine feet wide 

Horizontal distance in feet from toe of levee to toe of approach 

Slant distance in feet from nearest edge of crown of levee to toe of 
approach 

Component part, triangular in cross section, side slopes 2 to 1 

Component part, rectangular in cross section, sides vertical, crown 
one foot wide 

Vertical Heights 0.5 Foot to 30.0 Feet 



T-^ 



188 CUBIC CONTENTS OF ROAD APPROACHES TO LEVEE EMBANKMENTS 



TABLE XV Grade of Roadway 10% 
Attached to Levee Having Vertical Side 



Vertioal 
Hei^t 
in Feet 


Complete 

Approach 

9 Foot Roadway 

Total Cu. Yd5. 


Distance in Feet 

Toe of Levee 

to Toe of 

Approach 


Slant Distaoee 
in Feet 

Crown of licvee 

to Toe of 

Approach 


Triangular 

Component Pvt 

Total Cu. Ydi. 


Reetaosolv 

Component Ftet 

1 Foot Crown 

Total Cu. Ydt 


0.5 


0.45 


5.0 » 


5.0 


0.03 


0.046 


1.0 


1.91 


10.0 


10.1 


0.25 


0.185 


1.5 


4.58 


15.0 


15.1 


0.83 


0.417 


2.0 


8.64 


20.0 


20.1 


. 1.98 


0.741 


2.5 


14.3 


25.0 


25.1 


3.86 


1.157 


3.0 


21.7 


30.0 


30.2 


6.67 


1.667 


3.5 


31.0 


35.0 


35.2 


10.6 


2.269 


4.0 


42.5 


40.0 


40.2 


15.8 


2.963 


4.5 


56.3 


45.0 


45.2 


22.5 


3.750 


5.0 


72.5 


50.0 


50.3 


30.9 


4.630 


5.5 


91.5 


55.0 


55.3 


41.1 


5.602 


6.0 


113.3 


60.0 


60.3 


53.3 


6.667 


6.5 


138.2 


65.0 


65.3 


67.8 


7.824 


7.0 


166.4 


70.0 


70.3 


84.7 


9.074 


7.5 


197.9 


75.0 


75.4 


104.2 


10.417 


8.0 


233.1 


80.0 


80.4 


126.4 


11.852 


8.5 


272.1 


85.0 


85.4 


151.6 


13.380 


9.0 


315.0 


90.0 


90.4 


180.0 


15.000 


9.5 


362.1 


95.0 


95.5 


211.7 


16.713 


10.0 


413.6 


100.0 


100.5 


246.9 


18.519 


10.5 


469.6 


105.0 


105.5 


285.8 


20.417 


11.0 


530.3 


110.0 


110.5 


328.6 


22.407 


11.5 


595.9 


115.0 


115.6 


375.5 


24.491 


12.0 


666.7 


120.0 


120.6 


426.7 


26.667 


12.5 


742.7 


125.0 


125.6 


482.3 


28.935 


13.0 


824.1 


130.0 


130.6 


542.5 


31.296 


13.5 


911.3 


135.0 


135.7 


607.5 


33.750 


14.0 


1004.2 


140.0 


140.7 


677.5 


36.296 


14.5 


1103.2 


145.0 


145.7 


752.7 


38.935 


15.0 


1208.3 


150.0 


150.7 


833.3 


41.667 


15.5 


1319.9 


155.0 


155.8 


919.5 


44.491 


16.0 


1438.0 


160.0 


160.8. 


1011.4 


47.407 


16.5 


1562.9 


165.0 


165.8 


1109.2 


50.417 


17.0 


1694.8 


170.0 


170.8 


1213.1 


53.519 


17.5 


1833.7 


175.0 


175.9 


1323.3 


56.713 


18.0 


1980.0 


180.0 


180.9 


1440.0 


60.000 


18.5 


2133.8 


185.0 


185.9 


1563.4 


63.380 


19.0 


2295.2 


190.0 


190.9 


1693.6 


66.852 


19.5 


2464.6 


195.0 


196.0 


1830.8 


70.417 


20.0 


2642.0 


200.0 


201.0 


1975.3 


74.074 


21 


3021.7 


210.0 


211.0 


2286.7 


81.667 


22 


3435.8 


220.0 


221.1 


2629.1 


89.630 


23 


3885.9 


230.0 


231.1 


3004.2 


97.963 


24 


4373.3 


240.0 


241.2 


3413.3 


106.667 


25 


4899.7 


250.0 


251.2 


3858.0 


115.741 


26 


5466.4 


. 260.0 


261.3 


4339.8 


125.185 


27 


6075.0 


270.0 


271.3 


4860.0 


135.000 


28 


6726.9 


280.0 


281.4 


5420.2 


145.185 


29 


7423.6 


290.0 


291.4 


6022.0 


155.741 


30 


8166.7 


300.0 


301.5 


6666.7 


166.667 



rBIO CONTESTS OF BOAD APPBOACHES TO LEVXB EHBANKUBNTS 180 

TABLE XV Gnde of Rtwdmy 16% 
Attached to Levee Having Vertical ^e 



a 


'^^■s 


DMuRilFBrt 
ToaoILiTH 


Cmmtlheim 
Appra-h 


ssra- 


TcWlC».Ydfc 




.,0 


3 3 


3.4 


0.03 


O.OSl 




1-38 




6.7 


0.16 


o.m 




3.06 


10.0 


10.1 


0-S« 


0.3T8 






13-3 


13.5 


1-33 


0.494 




B.5 


16,7 


IS.O 


2.57 


0.773 




li.t 


20,0 


20.3 


4-44 


1.111 




20.7 


23,3 


33.6 


7.06 


1.513 




28.3 


28,7 


27.0 


10.5 


1.07S 




37.5 


30.0 


30.3 


15.0 


3.500 




48.4 


33.3 


33.7 


»-6 


S.0S6 




61.0 


3«.7 


37.1 


37.4 


3.735 




75.6 


40.0 


40.4 


35.6 


4,444 




92-3 


43.3 


43.8 


45.2 


5.31S 




IIO.B 


46.7 


47.3 


56.5 


6.0411 




131 .B 


SO.O 


50.8 


60.4 


6.944 




155.4 


53.3 


53.9 


84.3 


7.901 




iai.4 


56.7 






8.030 




210-0 


60.0 


60.7 


120.0 


10.000 




341.4 


63.3 


84.0 


141.1 


11.142 




375,7 


66.7 


87.4 


164 6 


13.346 




313.1 


70.0 


70,8 


IBO.a 


13.611 




3&3.5 


73.3 






14.938 




397.3 




77,5 


250-3 


16.327 




444.4 


80.0 


SO. 9 


284.4 


17.778 




485.1 


83.3 


84.3 


321.5 


19.380 




549 4 


86.7 


87.8 


361.6 


20.864 




607.5 


90.0 






22-500 




MB 5 




94,4 


451.7 


,24.198 




735,4 


96.7 


97 7 


501.8 


25.957 




805.6 


100.0 


101,1 


555,6 


37.778 




879 9 


103.3 


1M,5 


613,0 


38,660 




B58.7 


106.7 


107,9 




31.605 




1041. 9 


110.0 


111,2 


739,4 


33.611 






113.3 


114.6 


808,7 


35.878 




1332,5 


116.7 


118,0 


882.2 


37.808 




1330,0 


120.0 


131,3 


960,0 


40.000 




1433,5 


133.3 


124 7 


1042 2 


42 353 




1530.3 


136,7 






44,568 




1643.1 






1220-S 


46.944 




1761,3 


133.3 


134^8 


1316-9 


48.383 




3014.4 


140.0 


U1.6 


1534,4 


54.444 




22B0.5 




148.3 


1752.8 


59.753 




35B0,6 


I53I3 


155,0 


3002.8 






2915.6 


160,0 




2275.5 


71.111 




3266.5 


168.7 


loais 


2572 


77.180 




3644.3 


173,3 


175.3 


2893 2 


83,457 




4051). 






3240 


90!oD0 




448.1.6 


186,7 


188 S 


3613,5 


96,790 




4949,1 


183 3 


19r.,5 








5444 1 


200 


202 2 


4441 4 


111 III 



190 CCBIC CONTENTS OF BOAD APPBOACHE8 TO LEVEE eslUSEMENTS 

TABLE XV Grade of Romdwsr 20^ 
AtUcked to Leve« Having Vcrtiod Sde 



Vvtial 

S7S 


OmtMt 
T<«IC«, T*, 




BkrtDiNun 


T-dCT*. 


tSSS" 


0.6 


0-S 


3.5 


2.6 


0.09 


0.033 


10 


0.9a 


5,0 


5.1 


0.12 


093 


1.5 


2.29 


7.5 


7.8 


0.42 


0.308 


3 


4.32 


10.0 


10 2 


0.99 


0,370 


2.5 


7.14 


12.5 


13 7 


l.«3 


0.S79 


3.0 


lO.S 


IS.O 


15,3 


3.33 


0,833 


a. 5 


15.S 


17,5 


17.8 


5.39 


1. 134 


4.0 


21.3 


200 


30.4 




1-481 


4.5 


28.1 


33.5 


23 9 


11.3 


1. 875 


5.0 


M.i 


25.0 


25. 5 


15-4 


2.315 


5.G 


45.7 


27.5 


38,0 


30-5 


2,801 


6,0 


5«.7 


30,0 


30.6 


26 7 


3,333 


e.s 


eo.i 


33.5 


33,1 


33. B 


3.912 


7,0 


83.2 


35.0 


35.7 


42,3 


4.537 


7,5 


99.0 


37.5 


38.2 


52.1 


5308 


SO 


110.5 


40.0 


40.8 


83.2 


5.B26 


8.S 


138.0 


42. S 


43.3 


ra.8 


6.690 


».o 


157.5 


45,0 


45.9 


90.0 


7.500 


* 5 


ISl.l 


47,5 


48,4 




8 356 


10,0 


308. « 


SO.O 


51.0 


123 5 


0.259 


10.5 


234.8 


52, S 


».= 


142.9 


10.208 


It.O 


285.2 


55.0 


5«,1 


164 3 


11.304 


11,5 


288.0 


57,5 


58 6 


187.8 


12.245 


U,0 


333.3 


60.0 




213 3 


13.333 


12.5 


371.3 


63.5 


63,7 


341.1 


14,468 


13.0 


412.1 


65 


66,3 


271,2 


15.648 


13.5 


455 6 


87 5 


as 8 






14.0 


502.1 




71.4 


338.8 


18.14S 


14.5 


551.6 


72.5 


73 9 


376-4 


19,168 


IS.O 


004.2 


75,0 


76.5 


416 7 


20.S.33 


15 5 


650.9 


77.5 


79 


459.7 


22,245 


le 


719. 


80I0 






23.704 


le 5 




82.5 




554.6 


25.208 




847,4 


85.0 


8fl!7 


606.5 


28 75B 


17^5 


916.9 


87. S 


89-2 


661.7 


28,356 


IB.O 


990.0 


BO.O 


91.8 


720,0 


30.000 


18.5 


1066.9 


92!5 


04.3 


781,7 


31,690 


19.0 


1147 6 


95.0 


9fl.B 




33.426 


IB, 5 






99.4 


915,4 


35,208 


20,0 


132.10 


100,0 


102.0 


987,7 


37,037 


31 


1510. N 


IDS 


107,1 


1143 3 


40 833 




1717.0 


110.0 


1123 


1314 6 


44.815 


23 


1M2.D 


11.^,0 


117 3 


1502.1 


48 981 










1706.7 




M 


244B.8 


125.0 


127^5 


192B.0 


57^870 


■it 


2733 2 


130.0 


132 6 


2160.9 


B2.5B3 






135,0 


137.7 


2430.0 


67.500 


2« 


3363!5 


140 


142.8 


2710,1 


73,593 


M 


3711.8 






3011,0 


77.870 


30 


4083 3 


150.0 


153.0 


3333.3 


83.333 



CUBIC CONTENTS OP ROAD APPROACHES TO LEVEE EMBANKMENTS 191 



TABLE XV Grade of Roadway 26% 
Attached to Levee Having Vertical Side 



Yertical 
Height 
in Feet 


Complete 

Approach 

9 Foot Roadway 

Total Cu. Ydfc 


Distanm in Feet 

Toeof lievee 

to Toe of 

Approach 


Slant Dtstanes 
in Feet 

Crown of Levee 
to Toe of 
Approach 


Triangular 

Component Part 

Total Cu. Yds. 


Rectangular 

Component Part 

IFoot Crown 

Total CuYde. 


0.5 


0.18 


2.0 


2.1 


0.01 


0.019 


1.0 


0.77 


4.0 


4.1 


0.10 


0.074 


1.5 


1.83 


6.0 


6.2 


0.33 


0.167 


2.0 


3.46 


8.0 


8.2 


0.79 


0.296 


2.5 


5.71 


10.0 


10.3 


1.54 


0.463 


3.0 


8.7 


12.0 


12.4 


2.67 


0.667 


3.5 


12.4 


14.0 


14.4 


4.23 


0.907 


4.0 


17.0 


16.0 


16.5 


6.32 


1.185 


4.5 


22.5 


18.0 


18.6 


9.0 


1.500 . 


5.0 


29.0 


20.0 


20.6 


12.3 


1.852 


5.5 


36.6 


22.0 


22.7 


16.4 


2.241 


6.0 


45.3 


24.0 


24.7 


21.3 


2.667 


6.5 


55.3 


26.0 


26.8 


27.1 


3.130 


7.0 


66.5 


28.0 


28.9 


33.9 


3.630 


7.5 


79.2 


30.0 


30.9 


41.7 


4.167 


8.0 


93.2 


32.0 


33.0 


50.6 


4.741 


8.5 


108.8 


34.0 


35.0 


60.7 


5.352 


9.0 


126.0 


36.0 


37.1 


72.0 


6.000 


9.5 


144.8 


38.0 


39.2 


84.7 


6.685 


10.0 


165.4 


40.0 


41.2 


98.8 


7.407 


10.5 


187.8 


42.0 


43.3 


114.3 


8.167 


11.0 


212.1 


44.0 


45.4 


131.5 


8.963 


11.5 


238.4 


46.0 


47.4 


150.2 


9.796 


12.0 


266.7 


48.0 


49.5 


170.7 


10.667 


12.5 


297.1 


50.0 


51.5 


192.9 


11.574 


13.0 


329.7 


52.0 


53.6 


217.0 


12.519 


13.5 


364.5 


54.0 


55.7 


243.0 


13.500 


14.0 


401.7 


56.0 


57.7 


271.0 


14.519 


14.5 


441.3 


58.0 


59.8 


301.1 


15.574 


15.0 


483.3 


60.0 


61.8 


333.3 


16.667 


15.5 


528.0 


62.0 


63.9 


367.8 


17.796 


16.0 


575.2 


64.0 


66.0 


404.5 


18.963 


16.5 


625.2 


66.0 


68.0 


443.7 


20.167 


17.0 


677.9 


68.0 


70.1 


485.2 


21.407 


17.5 


733.5 


70.0 


72.2 


529.3 


22.685 


18.0 


792.0 


72.0 


74.2 


576.0 


24.000 


18.5 


853..') 


74.0 


76.3 


625.3 


25.352 


19.0 


918.1 


76.0 


78.3 


677.4 


26.741 


. 19.5 


985.8 


78.0 


80.4 


732.3 


28.167 


20.0 


1056.8 


80.0 


82.5 


790.1 


29.630 


21 


1208.7 


84.0 


86.6 


914.7 


32.667 


22 


1374.3 


88.0 


90.7 


1051.7 


35 . 852 


23 


1554.3 


92.0 


94.8 


1201.7 


39.185 


24 


1749.3 


96.0 


99.0 


1365.3 


42.667 


25 


1959.9 


100.0 


103.1 


1543.2 


46.296 


26 


2186.6 


104.0 


107.2 


1735.9 


50.074 


27 


2430.0 


108.0 


111.3 


1944.0 


54.000 


28 


2690.8 


112.0 


115.4 


2168.1 


58.074 


29 


2969.5 


116.0 


119.6 


2408.8 


62.296 


30 


3266.7 


120.0 


123.7 


2666.7 


66.667 



192 CITBIC CONTENTS OF ROAD AFFB0ACHE8 TO LETBE BUBAHKMBKTB 

TABLE XV Grade of Roadwmy 80% 
Attaclied to Levee Having Vertical Side 



Vartiai 


Appiwh 


nHumbFMt 
TogoTLnM 








0.5 


0.15 


1.7 


1.7 


0.01 


0,015 




0.S4 


3.3 


3-5 






1.5 


1.53 


5.0 


5-2 


0.38 


0.I3B 


3-0 


2.88 


6.7 


7-0 


0.S6 


0.247 


3.5 


4.78 


8.3 


8.7 


i.ao 


O.SM 


3,0 


7.22 


10 D 


10.4 


2.22 


0.S56 


3.5 


10.3 


11.7 


12.3 


3.53 


0-756 


4.0 




13.3 


13.9 




0-9S8 


4.S 


18.8 


15,0 


15-7 


7^5 


1.250 


5.0 


24.3 


16.7 


17-4 


10.3 


1.54.1 


5.5 


30.5 


18.3 


IS.l 


13.7 


1.867 


6.0 


37.8 


20,0 


20,9 


17,8 


2!222 


6.S 








22.6 


2-60S 




55.5 


23.3 


24 4 


28.2 




7^5 


66.0 


25,0 


26 I 


34.7 


3.472 


8.0 


77.7 


26,7 


27.8 


42- 1 


3.951 


8^5 


90.7 


28]3 


29 6 


50-5 


4.460 


9.0 


105,0 


30.0 


31.3 


60.0 


5,000 








33.1 


70.6 


5.571 


10,0 


137.9 


33.3 


34 8 


82 3 


6-173 


10. s 


1S6.5 


35 


36 5 


05.3 


6.S06 


ii!o 


178.8 




38 3 


109.5 


7-469 


11.5 


198.6 


38 3 


40.0 


125.2 


8.164 




223.3 


40.0 




143.2 


8.889 


12 5 


247.6 


41,7 


43 5 


160,8 


9 645 


13.0 


374,7 


43-3 


45.2 


ISO. 8 


10.432 


13,5 




45,0 


47.0 




11.250 


14.0 


334.7 


48.7 


48.7 


225.8 




14 5 


367.7 


48,3 


50.5 


250,9 


12.978 


15,0 


402.8 


50.0 


52,2 


277.8 


13.889 


15 5 


440 


51.7 


53 8 


306.5 


14.830 




479.3 


53,3 


55.7 


337.1 


15.802 


16. S 






57.4 




16 808 


17,0 


,^64.9 


56.7 


59-2 


404.4 


17-840 


17 5 


611,2 


SS,3 


60.9 


441,1 


18.904 


■ 8.0 


060. 


60. 


62.6 


480.0 


30.000 


IS, 5 


711,3 


61,7 


64.4 


521.1 


21.127 






63.3 




564,5 


22.284 


19,5 


821.6 








23.472 


■JO.O 


880.7 


66^7 


69.0 


658.4 


24.691 


21 


1007,2 


70.0 


73 1 


762.2 


27.222 


22 


lusia 


73.3 


70,6 


876.4 


29.877 




1295-3 


76,7 


800 


1001.4 


32. 6M 


24 








1137.8 


35-556 


25 


1633,2 


H3,3 


87-0 


1286.0 


38.580 


26 


1822.1 


86.7 


90,5 


1446.6 


41.728 


27 


2025,0 


90.0 




1620.0 


45.000 


28 


3242.3 


03.3 


97 4 


1806-7 


48.395 


2B 




96. 7 


100.9 


2007.3 


51 .914 


30 


2722,2 


100.0 


104-4 


3322.2 


55.566 



CCBIO COKTESTB OF SOAD APPBOAOHBS TO I.BVXB BMBANKUBNIS 193 
TABLE XVI Grade <a Roadinv 10% 





Attached to Levee Having Side Slope I : 1 




K 


Appnut 
Ti>UlCo.Yd* 


DirtumiDFM 
JomlLens 


BUotDHtlDH 

Appnuh 


^^^ 




O.S 


0.40 


4.5 


5,0 


0.03 


0.042 


1.0 


1.70 




10,1 


0.20 








13.5 


15.1 


0.68 


0^375 


2.0 


7.flD 


18-0 


20.1 


1.60 


0.867 


2.6 


12. S 


22.5 


35.1 


3.13 


1,043 


3.0 


18.9 


27.0 


30.2 


5.40 


i,a4» 


3.B 


27,0 


31.5 


35,2 


8.8 


s.oa 




36.8 


36.0 


40,2 


13.S 


2.667 




48. B 


40,5 


45,3 


18.3 


3.375 


G.O 


62.5 


45.0 


50.3 


25.0 


4.167 


5.9 


78,7 


49,5 


85.3 


33.3 


5.043 


e.o 


97.2 


54.0 


60.3 


43,3 


S.OOO 


e.B 


118.3 


58,5 


65.3 


54.9 


7.043 


7.0 


142.1 


63,0 


70.3 


68.6 


8.167 


7.5 


168.8 


67.5 


75.4 


84.4 


9.375 


8.0 


198.4 


720 


80.4 


103.4 


10.667 


8.5 


231.2 


7B:5 


85.4 




13.043 


B.O 


267.3 






145.8 


13.500 


e.5 


306.9 


86.5 


95 5 


171.5 


15.043 


10.0 


350.0 


90,0 


100,5 


200.0 


16.687 


10.5 


3M.9 


04,5 


105,5 


231.5 


18,375 


11.0 




BB,0 


110.5 


266.3 


20,167 


11.5 


502.6 


103.5 




304.2 


22.042 


12,0 


561.6 




iao,6 


345 6 


34,000 


12.5 


625.0 


112 5 


125.8 


3908 


26.042 


13.0 


692. B 


117,0 


130,6 


439,4 


28.167 


13.5 


765,5 




135,7 


492.1 


30.375 


U.O 


842.8 


126,0 


140,7 




32,667 


U.5 


925,1 


130,5 




609,7 


35,042 


15.0 


1012,5 


135.0 


150,7 


675.0 


37.500 


15.5 


1105,2 


139.5 


155,8 


744.8 


40.042 


IS.D 


1203,2 






819,2 


42.657 


16.5 




148, S 


165,8 


898. 4 


45,375 


17.0 


1416,1 


153.0 


170,8 




48.167 , 


17.5 


1531,3 


157,5 


175,9 


1071,9 


51.042 


IB.O 


1652.4 


162,0 


1S0.9 


1166,4 


54,000 


IS. 5 


1770,7 


166,5 






57.042 


19,0 


1913.3 




190,9 


1371,8 


60.167 


19.5 




175. S 


196.0 


1483,0 


63.375 


20.0 


2200,0 


180.0 


301.0 


1600,0 


66.667 


2t 


2513,7 


188.0 


211. D 


18,'->2.2 


73,500 


22 




198,0 


221.1 




80.667 


23 


S'jao.B 


207,0 




2^33,4 


88,167 


2* 


■M-IS.B 




311.2 


27(H,8 


96,(100 


25 


4062,5 


225,0 


251.2 


3135,0 


101.107 


28 


1f.29,2 


231,0 


261.3 


3515,2 


112,667 


27 




213^0 


271.3 


- 393fi 6 




28 


r,cm.i 


252,0 


281,4 


•1.190,4 


i:«)le67 




Bia9.3 


261,0 


291.4 




140.167 


30 


6750-0 


270.0 


301 5 


MOOO 


150.000 



L94 CUBIC CONTENTS OF BOAD APPB0ACHE8 TO LEVE8 KMBANKKKKT8 



TABLE XVI Grade of Roadway 15% 
Attached to Levee Having Side Slope 1 : 1 



Vcrtiai 
Heitdit 


Complete 

Approach 

9FootRoodwaj 

Total Cu.Ydt. 


DfatuMseinFeet 

Tbeof Leree 

to Toe of 

AppfOMHl 


Bbot Dktaaee 
iaFeet 

Cio'wn of Levee 
to Toe of 
Approeeh 


TVkoKalar 

OoBBponent Pvt 

Total Co. Ydk 


ReeCaoinlar 

OoHipoBept Pivt 

IFboCCroim 

Total On. Tdk 


0.5 


0.25 


2.8 


3.4 


0.01 


0.026 


1.0 


1.06 


5.7 


6.7 


0.12 


0.105 


1.5 


2.53 


8.5 


10.1 


0.40 


0.236 


2.0 


4.73 


11.3 


13.5 


0.95 


0.420 


2.5 


7.76 


14.2 


16.9 


1.86 


0.656 


3.0 


11.7 


17.0 


20.2 


3.21 


0.944 


3.5 


16.7 


19.8 


23.6 


5.10 


1.265 


4.0 


22.7 


22.7 


27.0 


7.6 


1.679 


4.5 


30.0 


25.5 


30.3 


10.8 


2.125 


5.0 


38.5 


28.3 


33.7 


14.9 


2.623 


5.5 


48.4 


31.2 


37.1 


19.8 


3.174 


6.0 


59.7 


34.0 


40.4 


25.7 


3.778 


e.5 


72.6 


36.8 


43.8 


32.7 


4.434 


7.0 


87.1 


39.7 


47.2 


40.8 


5.142 


7.5 


103.3 


42.5 


50.6 


50.2 


5.903 


8.0 


121.3 


45.3 


53.9 


60.9 


6.716 


8.5 


141.3 


48.2 - 


57.3 


73.0 


7.582 


9.0 


163.2 


51.0 


60.7 


86.7 


8.500 


9.5 


187.2 


53.8 


64.0 


102.0 


9.471 


10.0 


213.4 


56.7 


67.4 


118.9 


10.494 


10.5 


241.8 


59.5 


70.8 


137.7 


11.569 


11.0 


272.6 


62.3 


74.2 


158.3 


12.696 


11.5 


305.8 


65.2 


77.5 


180.9 


13.878 


12.0 


341.5 


68.0 


80.9 


205.5 


15.111 


12.5 


379.9 


70.8 


84.3 


232.3 


16.397 


13.0 


420.9 


73.7 


87.6 


261.3 


17.735 


13.5 


464.7 


76.5 


91.0 


292.6 


19.125 


14.0 


511.5 


79.3 


94.4 


326.3 


20.568 


14.5 


561.1 


82.2 


97.7 


362.6 


22.063 


15.0 


613.9 


85.0 


101.1 


401.4 


23.611 


15.5 


1 
669.8 


87.8 


104.5 


442.9 


25.211 


16.0 


728.9 


90.7 


107.9 


487.1 


26.864 


16.5 


791.4 


93.5 


111.2 


534.2 


28.569 


17.0 


857.2 


96.3 


114.6 


584.3 


30.827 


17.5 


926.6 


99.2 


118.0 


637.4 


32.137 


18.0 


999.6 


102.0 


121.3 


693.6 


34.000 


18.5 


1076.3 


104.8 


124.7 


753.0 


35.915 


19.0 


1156.7 


107.7 


128.1 


815.7 


37.883 


19.5 


1241.0 


110-.5 


131.5 


881.9 


39.903 


20.0 


1329.2 


113.3 


134.8 


951.4 


41.975 


21 


1517.9 


119.0 


141.6 


1101.4 


46.278 


22 


1723.5 


124.7 


148.3 


1266.4 


50.790 


23 


1946.6 


130.3 


155.0 


1447.0 


55.512 


24 


2188.1 


136.0 


161.8 


1644.1 


60.444 


25 


2448.6 


141.7 


168.5 


1858.3 


65.586 


26 


2728.8 


147.3 


175.3 


2090.3 


70.938 


27 


3029.4 


153.0 j 


182.0 


2340.9 


76.500 


28 


3351.2 


158.7 


188.8 


2610.8 


82.272 


*>Q 


3694.9 


164.3 


195.5 


2900.6 


88.253 




4061.1 


170.0 

1 


202.2 


3211.1 


94.444 



CUBIC CONTENTS OF BOAD APPB0ACHB8 TO LBVEB BMBAKKHSNT8 195 



TABLE XVI Grade of Roadway 20% 
Attached to Levee Having Side Slope 1 : 1 



V«rtial 
HMhi 


Oompbte 

AflpCOMD 

• PootRoadmqr 
Ty»t»l Co. Tdk 


DirtneeiiiFcH 

Toeof Lflnree 

to Toe of 

ApivoAoh 


SbuBt DiBtenee 
in Feet 

Cnrnn of Levee 
to Toe of 
Approach 


Triansolw 

Component Pert 

Total Cn. Yds. 


Reetangolar 

1 Foot Crown 
Total Co. Yds. 


0.5 


0.18 


2.0 


2.6 


0.01 


0.019 


1.0 


0.75 


4.0 


5.1 


0.08 


0.074 


1.5 


1.77 


6.0 


7.6 


0.27 


0.167 


2.0 


3.30 


8.0 


10.2 


0.63 


0.296 


2.5 


5.40 


10.0 


12.7 


1.23 


0.463 


3.0 


8.1 


12.0 


15.3 


2.13 


0.667 


3.5 


11.6 


14.0 


17.8 


3.39 


0.907 


4.0 


15.7 


16.0 


20.4 


5.06 


1.185 


4.5 


20.7 


18.0 


22.9 


7.2 


1.500 


5.0 


26.5 


20.0 


25.5 


9.9 


1.852 


5.5 


33.3 


22.0 


28.0 


13.1 


2.241 


6.0 


41.1 


24.0 


30.6 


17.1 


2.667 


6.5 


49.9 


26.0 


33.1 


21.7 


3.130 


7.0 


59.8 


28.0 


35.7 


27.1 


3.630 


7.5 


70.8 


30.0 


38.2 


33.3 


4.167 


8.0 


83.1 


32.0 


40.8 


40.5 


4.741 


8.5 


96.7 


34.0 


43.3 


48.5 


5.352 


9.0 


111.6 


36.0 


45.9 


57.6 


6.000 


9.5 


127.9 


38.0 


48.4 


67.7 


6.685 


10.0 


145.7 


40.0 


51.0 


79.0 


7.407 


10.5 


165.0 


42 


53.5 


91.5 


8.167 


11.0 


185.8 


44.0 


56.1 


105.2 


8.963 


11.5 


208.3 


46.0 


58.6 


120.2 


9.796 


12.0 


232.5 


48.0 


61.2 


136.5 


10.667 


12.5 


258.5 


50.0 


63.7 


154.3 


11.574 


13.0 


286.3 


52.0 


66.3 


173.6 


12.519 


13.5 


315.9 


54.0 


68.8 


194.4 


13.500 


14.0 


347.5 


56.0 


71.4 


216.8 


14.519 


14.5 


381.0 


58.0 


73.9 


240.9 


15.574 • 


15.0 


416.7 


60.0 


76.5 


266.7 


16.667 


15.5 


454.4 


62.0 


79.0 


294.2 


17.796 


16.0 


494.3 


64.0 


81.6 


323.6 


18.963 


16.5 


536.4 


66.0 


84.1 


354.9 


20.167 


17.0 


580.9 


68.0 


86.7 


388.2 


21.407 


17.5 


627.6 


70.0 


89.2 


423.5 


22.685 


r 

18.0 


676.8 


72.0 


91.8 


460.8 


24.000 


18.5 


728.4 


74.0 


94.3 


500.3 


25.352 


19.0 


782.6 


76.0 


96.9 


541.9 


26.741 


19.5 


839.4 


78.0 


99.4 


585.9 


28.167 


20.0 


898.8 


80.0 


102.0 


632.1 


29.630 


21 


1025.7 


84.0 


107.1 


731.7 


32.667 


22 


1164.0 


88.0 


112.2 


841.3 


35.852 


23 


1314.0 


92.0 


117.3 


961.3 


39.185 


24 


1476.3 


96.0 


122.4 


1092.3 


42.667 


25 


1651.2 


100.0 


127.5 


1234.6 


46.296 


26 


1839.4 


104.0 


132.6 


1388.7 


50.074 


27 


2041.2 


108.0 


137.7 


1555.2 


54.000 


28 


2257.1 


112.0 


142.8 


1734.5 


58.074 


29 


2487.7 


116.0 * 


147.9 


1927.0 


62.296 


30 


2733.3 


120.0 


153.0 


2133.3 


66.667 



19fi OOBIC CONTENTS OP BOAD APPROAOHES TO LBVBB BICBANKMKNTS 

TABLE XVI Onde of Roadway 25% 
Attached to Levee Having Side Slope 1 t 1 



s 




DMuKinFnl 
TKoTLcra 


SlutDittitm 


TAiWikr 


iSSS' 


OS 


D.13 


1.5 


3.1 


o.w 


0.014 


1.0 


O.M 


3.0 


4.1 


0.06 


0.05S 


I.S 


1. 31 


4.S 


6.3 


O.IV 


0.136 


2.0 




6.0 




0.44 


0.323 


3.6 


3.BS 


7.6 


lO.S 


0.87 


0.347 


3.0 


6.00 


9.0 


12.4 


1.50 


0.500 


S.B 


8.5 


10.6 


14.4 


3.38 


0.«1 


4.0 


ll.« 


12.0 


16.6 


3.56 


O.BBB 


4.S 




13.5 


IB. 6 


s.ot 


1.125 


5.0 


IB. 4 


15.0 


30.6 


6.9 


1.389 


5,5 


24.4 


16.6 


22.7 


9.2 


1.681 


6.0 


30.0 


18.0 






2.000 


8,S 


36.* 


19.5 


26.8 


15.3 


2.347 


7.0 


43.6 


31. 


28 9 


19,1 


2,722 


7.5 


61-6 


32.5 


30.9 


23.4 


3.126 


8.0 


flO.4 


34.0 


33 


28,4 


3.556 






35.5 


35.0 


34,1 




».o 


81.0 






40,5 




B.5 


92.8 


28.5 


30.2 


47,6 


e^ou 


10.0 


105.6 


30.0 


41.2 


55. 6 


5,556 


10.5 


11B.4 


31.5 


43 3 


G4 3 


6,125 


Il.O 




33.0 


45.4 


73,9 


6.722 




150.6 


34,5 






7 347 


12.0 


168,0 


36.0 


49.5 


96.0 




13 5 


188,6 


37.5 


51,5 


108.5 


8.681 


13.0 


206,6 


39 


53 6 


122.1 


9,389 


13.5 




40.5 


55,7 


136,7 


10.125 




250,4 


42.0 






10.889 


14.5 


274.5 




598 


189,4 


11,681 


15.0 


300.0 


45^0 


61 8 


187.5 


13.500 


15.5 


327.0 


46.5 


63.9 


206,9 


13.347 


lfi!o 


355.6 


48.0 


66!o 


227.6 


14.232 


16.5 




49.5 


66,0 


24S.6 


15.125 


17.0 


417^4 




70.1 


272.9 


16.056 


17.5 


450.9 


52.5 


72.2 


297.7 


17.014 


18.0 


486. 


54.0 


74.2 


324,0 


18.000 


18.5 


522.9 




76,3 


351.8 


19.fll4 


Ifl.O 




57.0 


78.3 


381.1 


20.056 








80.4 




21.125 


20.0 


tu.t 


60,0 


S2.5 


444.4 


33.222 


21 


735 


63.0 


86.6 


514.5 


34.500 


22 


833.8 


66 






36,889 


23 


910.4 


09.0 


94.8 


675.9 


29,389 






72.0 




768.0 


32.000 


25 


1180.8 


75.0 


103.1 


868.1 


34.722 


2S 


13M I 


78.0 


107,2 


B78.4 


37.556 










1091.5 


40.500 


2S 


1611.0 








43.556 


29 


n7r,A 




lift 6 


1354,9 


46.723 


30 


1950.0 


yno 


12^1 7 


1.SO0 


50,000 



cuBio coNTsirrs of eoad approaches to LBTBB BH&A»KHBHTS 

TABLE XVI Grade of Rouliny SD% 
Attached to Levee Baving Side Slope 1 : 1 



VtrtiBiI 
Hodit 
ioFeat 


ToUlCiLTdB. 


DbUmIiFM 

TMOfLfTB 


8)«.Di^ 

Apmwh 


Triufutu 


Componsit Put 
IFoMCmm 
TeUiCH.Vdt 


0.5 


0,10 


1,2 


1.7 


0.01 


0.011 


1.0 


0.43 




3.5 


0,04 


0.043 


I,S 




3,6 


5.2 


0.14 


0.097 


2.0 


1.88 


4,7 


7,0 




0.173 


3.G 


S.06 


5.8 


8.7 


0.83 


0270 


3.0 


4.59 


7.0 


10,4 


l.OB 


0.389 


3.5 


8,40 




12.2 




0.539 


4.0 


8.8 


9,3 


13,9 


2.58 


0.891 


4.5 




10,5 


15.7 


3.68 


0,875 


5,0 


14.8 




17.4 


5.04 


I.OSO 


5 5 


18 5 


12,8 


19.1 


6.7 


1,307 


6.0 


23.7 


14,0 


209 


8.7 


1,556 


8.5 


27,5 


15,2 


22,8 


11. 1 


1.828 


7.0 


32,9 


16.3 


24.4 


13.3 




7.5 


38.9 


17,5 


28,1 


17,0 


2.431 


8.0 


45.5 


18,7 


27,8 


20.6 


3.765 


8.5 




19.8 


29,6 




3.122 


0.0 


80.9 




31.3 


29.4 


3.500 


e.G 


ea.7 


22.3 


' 33.1 


34.8 


3.900 


lO.O 


79,2 


23.3 


34.8 


40.3 


4.S31 


10.5 


89, 6 


34.5 


38,5 


48.7 


4.764 


11.0 


100.7 


2S.7 


38,3 


53.7 




ll.G 


112.8 


26,8 


40,0 


61.3 


5,715 


12.0 


125,7 


38.0 




69,7 


6.223 


la.s 


139. S 


30.2 


43.5 


78-8 


6.753 


13,0 


154,3 


30 3 


45 2 


88.6 


7,302 


13. G 


170,1 


31^5 


47.0 


90-2 


7.875 


14,0 


188.9 


33,7 


48.7 




8.469 


14.5 


2M,7 




50.5 


122,9 


9 0B5 


15.0 


223.6 


35^0 


52.2 


136.1 


9.732 


I5.G 


243.6 


36 2 


53.9 


ISO 2 


10,381 


16,0 


264.7 


37,3 




165,2 


11,062 






38.5 


57.4 






17,0 


310,.^ 


39,7 


59,2 


198,1 


12,488 


17,5 


335.3 


40.8 


60,9 


216,1 


13 233 


18 


361 2 


42,0 


82.8 


235.2 


14 000 


18;S 


388^4 


43.2 




2S5.3 


14,789 


I«,0 


417,0 


44,3 




276-6 


15.599 




446, e 


45.5 


67,9 


290.0 


18 431 


»!o 


478,2 


48.7 


69,6 


3-£i.a 


17.284 


21 


545 


49.0 


73,1 


373.5 


19 056 


32 


617.6 




76.6 


429,4 


20,914 


23 


896,4 


53:7 




490.7 


22.858 


M 




56,0 


83,5 




24.889 


25 


873.2 


58.3 


87 


630.1 


27,006 


26 


971.7 


60.7 


90,5 


708,8 


29 210 






63-0 


84.0 


793.8 


31,500 


28 


I19o!2 




07. t 


885.3 


33.877 


3S 


1310.S 


67.7 


100.9 


983,6 


30.340 


SO 


1438.9 


70.0 


104.4 


1088.9 


38.880 



198 CUBIC 00NTEKT8 OF ROAD APFR0A0HE8 TO LBVBB BICBANKICBNTB 

TABLE XVII Grade of Bokdway 10% 
Attaclisd to Levee Haviiv Side Slope ll : 1 





fsss 


DbtunlnFtiFt 
Tot of Lena 


in Fact 

AptRWh 


TMuEubr 


ConiKcmtFwt 
iFoMCnm 
Total CT*. 


0.5 


0.38 


4.3 


5.0 


0.02 


O.dSB 


1.0 


i.eo 


8.5 


10.1 


0.18 


0.157 


1.5 


3.79 


12.8 


IS.l 


0,80 


0.354 


2.0 


7.09 


17.0 


20.1 


1.43 


0.630 


2.S 


11.6 


21.3 


25.1 


2.79 


0.084 


3.0 


17.6 


2S.5 


30.2 


4.82 


1.417 


3.S 


3S.0 


29.8 


35.2 


7.65 


1.038 


4.0 


34.1 


34.0 


40.2 




2.519 


4.6 


44.9 


38.3 


45.2 


16.3 


3.188 


5.0 


57.7 


42.5 


50.3 


23.3 


3.935 


5.5 


72.S 


46.8 


55.3 


29.7 


4.762 


6.0 


89.5 


51.0 


60.3 


38.5 


5.687 


6.S 




55.3 


«S.3 


49.0 


6.U0 


7.0 


130.6 


S9.5 


70.S 


61.3 


7.713 


7,5 


154.9 


63.8 


75.4 


75.3 


8.854 


».o 


182.0 


68.0 


80.4 


91.3 


10.074 


a.5 


211.9 


72.3 


85.4 


109.6 


11.373 


9.0 


244.8 


76.5 


90.4 


130.1 


12.750 


».5 


280.8 


80.8 


95.5 


153.0 


14.206 


10.0 


320.1 


85.0 


100.5 


178.4 


15.741 


10.5 


382.7 


89.3 


105.5 


306.5 


17.354 


11.0 


408. e 


93.5 


110.5 


237.4 


10.048 


11.5 


458.7 


97.8 


115,6 


271 .5 


20.817 


12.0 


512.3 


102.0 


120.6 


308.3 


22.667 


y ia.5 


569.8 


106.3 


125.6 


348.4 


24.595 


13.0 


631.4 


110.5 


130.6 


391.9 


26.602 


13.5 


697.1 


114.8 




438.9 


28.687 


14.0 


767.2 


119.0 


140.7 


489,5 


30.SS3 


U.S 




123.3 


145.7 


543.9 


33.095 


15,0 


920.8 


127.5 


150.7 


602.1 


35.417 


15.5 


1004.7 


131.8 


155.8 


664.3 


37.817 




1093,4 


136,0 




730.7 


40.296 


10. 5 


1187.1 ■ 


140.3 


165.8 


801.4 


43.854 


17.0 


1285.9 


144.5 


170.8 


876.5 


45.401 


17.5 


1389.9 


148.8 


175.9 


956.1 


48.206 


IS.O 


1499.4 


153.0 


180.9 


1040.4 


51.000 


18. 5 


1614.4 


157.3 


185.9 


1129.5 


53.873 


19.0 


1735.0 


161.5 


190.9 


1223.6 


56.S24 


19.5 


1861. 5 


165.8 


196-0 


1322.8 


59.»4 


20.0 


1993.8 


170.0 


201.0 


1427.2 


K.D63 


21 


2276.9 


178.5 


211.0 


1652.1 


89.417 


22 


25S5.2 




221.1 


1899.8 


76.186 




2919.9 


195.5 




2170.5 


83.260 


24 


3282.1 


204.0 


241.2 


24S6.1 


90.667 


2S 


3672. S 


212.5 


251.2 


2787.4 


98.380 


■26 


4093,1 


221.0 


281.3 


3135.5 


106.407 


27 


4514.1 


229.5 


271.3 


351t.4 


114. 7S0 




5026.8 


238.0 


281.4 


3916.1 


133.407 


29 


5542.3 


248.5 


291.4 


4350.9 


132.980 


30 


6091.7 


255.0 


301.5 


4816.7 


141 .W7 



CUBIO COIITSNTS OF BOAD AFPBOACHB8 TO LBTBE BMBANKKSKT8 199 

.TABLE ZVII Grade of Roadmy 15% 
Attached to Levee Having Side Slope 1 1 ' 1 



Vtrtiial 


TMUCn-Yd.. 


Annuh 


alintDbUnra 
ApI«Mh 


T»W Cu. Tdt 


TolMlCa.Yik 


0.5 


0.23 


2,6 


3.4 


0,01 


0,034 




0.96 


5!2 


8.7 


0.10 


0.096 


1.5 




7,8 


10.1 


0.33 


0.215 


3.0 


4!24 




13.5 


0.79 




a.s 


S.ftS 


13.9 


16.9 


1.54 


0,598 


9.0 


10,4 


IS. 5 


30.3 


2.67 


0.881 


3.G 


14.8 


18.1 


23.8 


4.34 


1.173 


4.0 


20.1 


20.7 


37.0 


e.S3 


1.531 


4 S 


28.4 


23.3 


30.3 


B.O 


1.B38 


5.0 


33.9 


25.8 


33.7 


13.4 


2.393 


5.5 


42 5 


39.4 


37,1 


16.4 


2.SB4 


«.o 


52^4 


32.0 


40.4 


2t.4 


3.444 


B.S 


63-5 


34.6 


43.8 




4.042 


7.0 


76.1 


37.2 


47.2 


33,9 


4-688 


7.5 


90.1 


3B.8 


50.6 


41.7 


5 382 


g 


105.7 


42.3 


53.B 


50.6 


6 123 


8^5 






57.3 


60.7 


6.913 


0.0 


HI. 8 


47,5 


BO, 7 


73,1 


7.7.W 




162.5 


50.1 


64 .0 




8 635 


io!o 


IS5,Q 


52,7 


67.4 


98.9 


9.568 


10.5 


209.4 


55.3 


70.8 


114. 5 


10.549 


11.0 


235,8 


57.8 


74.2 


131.6 


11,577 


11.5 


264.2 


flO.4 


77.5 


150.4 


12.654 


13.0 


294.8 


B3.0 


80.9 


170.8 


1S.77S 


12.5 


327.7 


65.6 


84.3 


193.1 


14.B50 


13,0 


362.7 


68.3 


87.6 


317.3 


16.170 


13.5 


400.2 


70.8 


91 !o 




17.438 


14.0 


440,1 


73.3 


94.4 


271.3 


18.753 


14.5 


482,5 


75.9 


97.7 


301.4 


20.117 


15.0 


527-4 


78.5 


101. 1 


333.7 


21.528 


15.5 


575.1 


ai.i 


104.5 


368.2 


32,987 


16 


625.4 


83^7 


107.9 


405.0 


24.4B4 




078.6 


8S-3 


111,2 


444.1 


26.049 


17!o 




8B.8 




485.7 


37,651 


17,5 


793.6 


91.4 


118.0 


529. B 


29.303 


IB.O 


855.6 


94.0 


121.3 


578.6 


31.000 


1815 


920.7 


96-6 




62S 


33,746 


19.0 


989,0 


99,2 


128.1 




34.540 


IB. 5 




101-8 


131.5 


733,1 


38 383 


30.0 


1135.4 


104-3 


134,8 


790.9 


38 272 


31 


1295-4 


109-5 


141.6 


915.8 


43.194 


22 


1469.5 




148.3 


1052.7 




23 


1(158.5 


110.8 




1202.9 


50.014 


34 


1863. 8 


135-0 


161.8 




55,111 


25 


3083,0 


130.2 


168.5 


1544.8 


59.799 


30 


2319.8 


135.3 


175.3 


1737.7 


64-679 


27 


3573.8 


140.5 


183.0 


1048.0 


09.750 


28 


2845.6 


145-7 


188.8 


2170,4 


75.012 


20 


3135.5 


150-8 


195.5 




80.488 


30 


3444.4 


1560 


202.2 


3609.4 


88.111 



200 OUKO CONTBNTS OF BOAD APPBOAOHEa TO LEVBB HHBAKKKXHTS 
TABLE ZVII Grade of Roadway 20% 





Attached to Levee Having Side Slope U : I 




Vtrtiod 


Total Cn.Y3: 


WTMQf 


Apprewh 


Triti«Dhr 


■^ 


0.5 


0,15 


I.S 


2.6 


0.01 


O.OIB 


i!o 


o'fi* 


3.5 


5.1 


o.os 


0.045 


1.5 




5.3 


7.6 


0.20 


0.146 


2.0 




7.0 


10.2 


0.48 


0.259 


a.B 


4,59 


8,8 


12.7 


0.95 


0.406 


3.0 


e,8S 


10.5 


15.3 


l.«3 


0.583 


3.9 


B.7 


12.3 


17.8 


2.BS 


0.7M 


4.0 


13,2 


14.0 


20.4 


3.87 


1.037 


4.9 




15.8 


22.g 




1.313 


S.D 


22.1 


17.5 


25.6 


7.8 


i.eao 


5.5 


27,7 


19.3 


28.0 


10.1 


i.aat 


8.0 




21.0 




13.1 


3.333 


4.5 


41,3. 


22.8 


33.1 


18.6 


2.738 


7.0 


49.3 


24.5 


35.7 


20.7 


3.178 


7.5 


58,3 


26.3 


38.2 


25.5 


3.646 


1.0 


68,3 


28.0 


40.8 


31.0 


4.148 


8.5 






43.3 




4.683 




91.4 


31.5 


45.9 


44.1 


5.250 


9.5 


104.5 


33.3 


48.4 


51.9 


5-850 


lO.O 


118.8 


35.0 


51.0 


60.5 


6.481 


10 6 


134.3 


36.8 


53.5 


70.0 


7.146 


H.O 


151.1 


38.5 


56.1 


80.5 


7.843 




169.1 




58.6 


92,0 


8.572 




188-5 


42.0 


61.2 


104,5 


9.333 


12.5 


209.3 


43.8 


63.7 


118.2 


10.127 


13.0 


231.5 


45.5 


66.3 


132.9 


10.954 


13.5 


255.2 


47.3 


6S.8 




11,813 


U.O 


280.3 




71.4 


166,0 


12.704 


14.6 


307.1 


50.8 


73,9 


184.4 


13.627 


15.0 


335.4 


52.5 


76 5 


204,2 


14.583 


15.5 


365.4 


54.3 


79,0 


225,3 


15.572 


16-0 


397 !l 


56,0 


81.6 




16.593 


16.5 










17.646 


17.0 


465.8 


59.5 


86,7 


297,2 


18.731 


17.5 


502.9 


61.3 


89,2 


324.2 


19 850 


18,0 


541.8 


63,0 


91.8 


352.8 


21 000 




582.7 


64.8 


94.3 


383,0 


22.183 


19.0 


625.5 


S6.5 


98.9 




23.398 


19.3 




68.3 


99,4 


448,6 


24.646 


20,0 


71V. 3 1 70.0 


102,0 


484.0 


23.926 


21 


817.5 


73,5 


107,1 


560,2 


28,583 




926,5 


77,0 


112!2 


644. 1 


31.370 


23 


10.14.6 


80,5 


117,3 


736.0 


34.287 


24 


1172,3 








37.333 


25 


1309.8 


87.5 


127,5 


945.2 


40.509 


26 


1457,6 


91.0 


132,6 


1063.2 


43.815 


27 




94.5 


137,7 


1100.7 


47.aao 




1785-3 


08.0 


142,8 


1328.0 


60.815 


29 


1966.0 


101. s 


147.9 


1475.4 


54.509 


30 


2158.3 


105.0 


153.0 


1633.3 


58.333 



CUBIC CONTENTS OF ROAD APPB0ACHE8 TO LEVEE EMBANKMENTS 201 



TABLE XVII Grade of Roadway 26% 
Attached to Levee Having Side Slope 1} : 1 



Vcrtiotl 
in Feet 


Complete 

AppfOMn 

• Fbot Roadwaj 

Totd Co. Tde. 


DiiiteDoe in Feet 

Toe of Levee 

to Toe of 

Apfmeeh 


Sleot Diitaiioe 
iaFM 

CrowB of Levee 
to Toe of 
Approoefa 


TriaBKnlar 

Component Part 

Total Cn. Tdk 


Reetengolar 

Oomponent Pert 

1 Foot Crown 

Total Cu.Yda. 


0.5 


0.11 


1.3 


2.1 


0.00 


• 0.012 


1.0 


0.46 


2.5 


4.1 


0.04 


0.046 


1.5 


1.07 


3.8 


6.2 


0.13 


0.104 


2.0 


1.98 


5.0 


8.2 


0.31 


0.185 


2.5 


3.21 


6.3 


10.3 


0.60 


0.289 


3.0 


4.79 


7.5 


12.4 


1.04 


0.417 


3.5 


6.76 


8.8 


14.4 


1.65 


0.567 


4.0 


9.1 


10.0 


16.5 


2.47 


0.741 


4.5 


12.0 


11.3 


18.6 


3.52 


0.938 


5.0 


15.2 


12.5 


20.6 


4.82 


1.157 


5.5 


19.0 


13.8 


22.7 


6.42 


1.400 


6.0 


23.3 


15.0 


24.7 


8.3 


1.667 


e.5 


28.2 


16.3 


26.8 


10.6 


1.956 


7.0 


33.6 


17.5 


28.9 


13.2 


2.269 


7.5 


39.7 


18.8 


30.9 


16.3 


2.604 


8.0 


46.4 


20.0 


33.0 


19.8 


2.963 


8.5 


53.8 


21.3 


35.0 


23.7 


3.345 


9.0 


61.9 


22.5 


37.1 


28.1 


3.750 


9.5 


70.7 


23.8 


39.2 


33.1 


4.178 


10.0 


80.2 


25.0 


41.2 


38.6 


4.630 


10.5 


90.6 


26.3 


43.3 


44.7 


5.104 


11.0 


101.8 


27.5 


45.4 


51.4 


5.602 


11.5 


113.8 


28.8 


47.4 


58.7 


6.123 


12.0 


126.7 


30.0 


49.5 


66.7 


6.667 


12.5 


140.5 


31.3 


51.5 


75.4 


7.234 


13.0 


155.2 


32.5 


53.6 


84.8 


7.824 


13.5 


170.9 


33.8 


55.7 


94.9 


8.438 


14.0 


187.5 


35.0 


57.7 


105.9 


9.074 


14.5 


205.2 


36.3 


59.8 


117.6 


9.734 


15.0 


224.0 


37.5 


61.8 


130.2 


10.417 


15.5 


243.8 


38.8 


63.9 


143.7 


11.123 


16.0 


264.7 


40.0 


66.0 


158.0 


11.852 


16.5 


286.7 


41.3 


68.0 


173.3 


12.604 


17.0 


310.0 


42.5 


70.1 


189.5 


13.380 


17.5 


334.4 


43.8 


72.2 


206.8 


14.178 


18.0 


360.0 


45.0 


74.2 


225.0 


15.000 


18.5 


386.9 


46.3 


76.3 


244.3 


15.845 


19.0 


415.0 


47.5 


78.3 


264.6 


16.713 


19.5 


444.5 


48.8 


80.4 


286.1 


17.604 


20.0 


475.3 


50.0 


82.5 


308.6 


18.519 


21 


541.0 


52.5 


86.6 


357.3 


20.417 


22 


612.5 


55.0 1 


90.7 


410.8 


22.407 


23 


689.8 


57.5 


94.8 


469.4 


24.491 


24 


773.3 


60.0 


99.0 


533.3 


26.667 


25 


863.2 


62.5 


103.1 


602.8 


28.935 


26 


959.8 


65.0 


107.2 


678.1 


31.296 


27 


1063.1 


67.5 


111.3 


759.4 


33.750 


28 


1173.6 


70.0 


115.4 


846.9 


36.296 


29 


1291.4 


72.5 


119.6 


940.9 


38.935 


SO 


1416.7 


75.0 


123.7 


1041.7 


41.667 



202 CUBIC CONTENTS OP ROAD APPROACHES TO LEVEE EMBANKMSirrB 



TABLE XVII Grade of Roadway 80% 
Attached to Levee Having Side Slbpe li : 1 



Veriioal 
Heuiht 
in Feet 


Complete 

Approteh 

9 Foot Roftdway 

TV>tal Co. Yds. 


DktaoeeinFeei 

Toeof I^reo 

to Toe of 

Apprnidi 


Shut Diituieo 
iaFeet 

Crown of Levee 
to Toe of 
Approeeb 


Triaagalar 

OoniXMieBt Put 

Total Co. Tdk 


Raela^Bhr 

Oowpo— tPwl 

IFtatOovs 

Total Ob. Tdi 


0.5 


0.08 


0.9 


1.7 


0.00 


0.006 


1.0 


0.33 


1.8 


3.5 


0.02 


0.034 


1.5 


0.77 


2.8 


5.2 


0.08 


0.076 


2.0 


1.42 


3.7 


7.0 


0.20 


0.1S6 


2.5 


2.30 


4.6 


8.7 


0.39 


0.212 


3.0 


3.42 


5.5 


10.4 


0.67 


0.306 


3.5 


4.81 


6.4 


12.2 


1.07 


0.416 


4.0 


6.48 


7.3 


13.9 


1.59 


0.543 


4.5 


8.5 


8.3 


15.7 


2.27 


0.688 


5.0 


10.8 


9.2 


17.4 


3.11 


0.849 


5.5 


13.4 


10.1 


19.1 


4.14 


1.027 


6.0 


16.4 


11.0 


20.9 


5.38 


1.222 


e.5 


19.7 


11.9 


22.6 


6.8 


1.434 


7.0 


23.5 


12.8 


24.4 


8.5 


1.664 


7.5 


27.7 


13.8 


28.1 


10.5 


1.910 


8.0 


32.3 


14.7 


27.8 


12.7 


2.173 


8.5 


37.4 


15.6 


29.6 


15.3 


2.453 


9.0 


42.9 


16.5 


31.3 


18.2 


2.750 


9.5 


48.9 


17.4 


33.1 


21.3 


3.064 


10.0 


55.5 


18.3 


34.8 


24.9 


3.395 


10.5 


62.5 


19.3 


36.5 


28.8 


3.743 


11.0 


70.1 


20.2 


38.3 


33.1 


4.108 


11.5 


78.3 


21.1 


40.0 


37.9 


4.490 


12.0 


87.0 


22.0 


41.8 


43.0 


4.889 


12.5 


96.4 


22.9 


43.5 


48.6 


5.306 


13.0 


106.3 


23.8 


45.2 


54.7 


5.738 


13.5 


116.9 


24.8 


47.0 


61.3 


6.188 


14.0 


128.2 


25.7 


48.7 


68.3 


6.654 


14.5 


140.1 


26.6 


50.5 


75.9 


7.138 


15.0 


152.8 


27.5 


52.2 


84.0 


7.639 


15.5 


166.1 


28.4 


53.9 


92.7 


8.157 


16.0 


180.2 


29.3 


55.7 


102.0 


8.691 


16.5 


195.0 


30.3 


57.4 


111.8 


9.243 


17.0 


210.6 


31.2 


59.2 


122.3 


9.812 


17.5 


227.0 


32.1 


60.9 


133.4 


10.397 


18.0 


244.2 


33.0 


62.6 


145.2 


11.000 


18.5 


262.2 


33.9 


64.4 


157.6 


11.620 


19.0 


281.1 


34.8 


66.1 


170.8 


12.256 


19.5 


300.8 


35.8 


67.9 


184.6 


12.910 


20.0 


321.4 


36.7 


69.6 


199.2 


13.580 


21 


365.3 


38.5 


73.1 


230.6 


14.972 


22 


413.0 


40.3 


76.6 


265.1 


16.432 


23 


464.6 


42.2 


80.0 


302.9 


17.960 


24 


520.2 


44.0 


83.5 


344.2 


19.556 


25 


580.0 


45.8 


87.0 


389.0 


21.219 


26 


644.1 


47.7 


90.5 


437.6 


22.951 


27 


712.8 


49.5 


94.0 


490.1 


24.750 


28 


786.1 


51.3 


97.4 


546.5 


26.617 


oo 


864.2 


53.2 


100.9 


607.:$ 


28.552 




947.2 


55.0 

1 


104.4 


672.2 


30.556 



CUBIC CONTENTS OP BOAD APPB0A0H88 TO LEVBS BUBANSMSNTS 
TABLE ZVIII Orade of Roadwar 10% 
Attached to heme Having Side Slope 2 1 



VMkH 




Aptnwli 




^W 


'fefiS' 


0.5 


0.S5 


4.0 


5,0 


0.03 


0.037 


I.O 


1.49 


8.0 


10.1 


0.16 


0-14S 


1.6 


3.53 








0.333 


3.0 


S.60 


16,0 


30,1 


1.36 




2.S 


10. S 


30,0 


35,1 


2.47 


0.938 


3.0 


10.3 


24,0 


30,3 


4.27 


1,333 


3.5 


33.1 


38.0 


35,2 


6.78 


1^815 


4.0 


31.4 


33,0 




10.1 


3.370 


4.5 


41.4 


36.0 


45,3 




3.000 


6.0 


53.1 


40,0 


SO. 3 


19.8 


3.704 


9.5 


66.8 


44,0 


55 3 


26.3 


4.481 


8.0 


82. t 


48^0 


60.3 


34 1 


5.333 


«.5 




53,0 


65,3 


43.4 


6.259 


7.0 


119.5 






54.2 


7.359 


7.S 


141.7 


60,0 


75.4 


66.7 


8.333 


8.0 


186.2 


MO 


80.4 


80.9 


9.481 


8.5 


193.4 


68,0 


85,4 






B.O 


223.3 


72,0 


90.4 


115.2 


13,000 




255.8 


76,0 


95.5 


135.5 


13.370 


10.0 


391.4 


80,0 


100.5 


158.0 


14.815 


10.5 


339.9 


84.0 


105.5 


1S3.9 


18.333 


II.O 


371.7 






210.3 


17.928 


11. B 


416.7 


92.0 


115 6 


240,3 


19.593 


13.0 


■ 465.1 


96,0 


130.5 


273.1 


21.333 


la.s 


517.0 


100.0 


126.6 


308,8 


23.148 


13.0 


572.5 


104.0 


130.6 


347,2 


25.037 


13. S 


631,8 


108.0 


135.7 


388.8 


27,000 




695,0 


113.0 




433,6 


29.037 


14. S 


762,1 


116.0 


145.7 


481,8 


31,148 


15.0 


833,3 


120.0 


150.7 


533.3 


33 333 


15.5 


908,8 


124.0 


155.8 


588.5 


35.593 


16.0 


SSS,6 


128.0 


ieo.8 


647.3 


37.926 


16. S 




132.0 


165.8 


709. B 


40,333 


17.0 


1161,7 


138.0 


170.8 


776.4 


42,815 


17.5 


1355.3 


140.0 


175,9 


846.9 


45.370 


18.0 


1353-6 


144.0 


1S0.9 


921.8 


48.000 


18.5 


1456,9 


148.0 


185,9 


1000.8 


50.704 


19.0 


1565,3 


152,0 


190,9 


1083,9 


53,481 


ia.5 










58,333 


30,0 


1797.5 


iao!o 


201.0 


1364,3 


59.259 


31 


2051.5 


168.0 


211.0 


1463.5 


65,333 




3323-0 


178,0 


aai.i 






33 


2628.0 


184.0 


231.1 


1923.7 


78,370 


34 


2952.5 


192,0 


341.2 


31S4.5 


85,333 


25 


3302.5 


200,0 


251.2 


2469.1 


62.593 


26 


3678.8 


208,0 


261.3 


2777.4 


100.148 


37 


4082.4 








108,000 




4S14.3 


3M.0 


281.4 


3469.0 




3S 


4975.4 


232.0 


291,4 


3854.1 


124,593 


30 


5466.7 


240.0 


301,5 


4266.7 


133.333 



204 CUBIC OONTENTB OF ROAD APFROAOH^ TO LXVSE SUBAJfKHEHXS 

TABLE XVm Gnde of Rokdwv It>% 
Attached to LBT«e Having Side Slope 2 : 1 



Si 


ToUI Co. Tib. 


Apinttdi 


Apprach 


a^r 


SSST 


0.5 


0-30 


3.3 


3.4 


0.01 


o.oas 


1.0 


B6 


4.7 


6.7 


0.08 


0.088 






7.0 




0.27 


0.104 


3.0 


3.78 


9,8 


13.5 


0.65 


0,346 


2.S 


6-13 


11,7 


16,0 


1.28 


""» 


3.0 


6.3 


14,0 


30.2 


3.18 


0.778 


8.S 


IS.O 


ie!3 


23.6 


3.46 


1.050 


4.0 


17-6 


18.7 


27.0 


5.16 


1.383 


*.B 


23.1 


31,0 






1.750 


S.O 


29-5 


23.3 


33.7 


10.1 


3-160 


5.5 


36.9 


25.7 


37.1 


13.4 


2.614 


8.0 


45 « 


28.0 


40.4 


17,4 


3-111 


6-5 




30 3 


43.8 


22.2 


3,651 


7.0 


65 8 


32.7 




27.7 


4.235 


7.5 


77-B 


3S.0 


60.6 




4.861 


8.0 


SI I 


37,3 


53.9 


41 3 


5. 531 




105.7 




57,3 




6.244 


B.O 




42.0 


60.7 


5B.8 


7.000 


9.5 


139,3 


44,3 


64 


69.2 


7.799 


10.0 


158. 4 


45,7 


67,4 


80,7 


8.643 


10.5 


ITfl 1 


49.0 


70.8 


93.4 


9.528 


11.0 


aoi-5 


SI. 3 




107,4 


10.457 




325-5 


53.7 


77.6 




11-429 


la.o 




56.0 


80, a 


139.4 


12.444 


13.5 


279!l 


58.3 


84,3 


157.5 


13-503 


IS.O 


308-7 


60.7 


67.8 


177,3 


14.605 


la.s 


340-3 


63.0 


91.0 


198.5 


15.750 


M.O 


373.8 


65.3 


H,4 


221.3 


16.038 


M.6 


409.4 


67.7 


97.7 


345-9 


18.170 


IS.O 


447.3 


70.0 


101. 1 


372 2 


19.444 


15.5 


487-3 


72.3 


104.6 


300.4 


20.762 


16. 




74.7 


107.8 


330.4 


22.123 


18.5 


574.1 


77.0 


111.2 


362.3 


33-528 


17.0 


621.1 


79,3 


114.8 


396.3 


34.975 


17-5 




81.7 


118.0 


432 3 


26.4«« 


IS.O 


723.4 


84 


121 3 


470.4 


28.000 




778.9 


86.3 


124.7 




29.577 


19.0 




88.7 


128. 1 


553-2 


31.108 


19.5 


893.8 






598.1 


32,861 


30.0 


956.4 


93.3 


134.8 


645.3 


34.568 


31 


1090,0 


98.0 


141.6 


747.0 


38 111 


22 


1335.3 


102.7 




858.9 


41,827 




1392,8 


107.3 


155.0 


981,4 


45,716 


34 




112 


161.8 


1115.0 


49,778 


25 


1746.4 


IIG.7 


168.5 


1260.3 


54,012 


39 


1943 4 


121.3 


175.3 


1417.7 


58.420 


37 


2154.6 


126,0 


162.0 


1587,6 


63.000 


aa 


2380 4 


130.7 


188-8 


1770-6 


67.753 


M 


2621,3 


135.3 


195. S 


1967,3 


72.«7» 


30 


2877.8 


140.0 


203-2 


2177,8 


77.778 



CUBIC CONTENTS OF BOAD APFBOACHEB TO LEVEB EUBlNKlCXNTB SOfi 
TABLE XVIII Grade of Roadmy 20% 
Attaehed to Levee Having Side Slope 2 1 



s 


Tom Cu. Yik. 


ApCHMk 


abUDlMum 


•^fe 


iMiic<Ly<k 


0.5 


0.13 


1,5 


a.s 


0.01 


0.014 


1.0 


0.54 


3.0 


5,1 


O.M 


O.OM 


l.S 


1.28 




7,6 


O.IS 


o.us 


3.0 


3.35 


B,0 


10.2 


o.se 


0.333 


3.S 


3,83 


7.6 


13,7 


o.aa 


0.M7 


S.O 


6.70 


0.0 


15.3 


1,30 


0.500 


3.5 


g.O 


10,5 


17,8 




0,U1 


4.0 


10.8 


13.0 




2.84 


o.aao 




U,3 


13,5 


23,9 


4.05 


1.125 


5.0 


IS.l 


15.0 


25.5 


5.511 


1.389 


5.9 


23. G 


16.5 


28.0 


7.4 


1,681 


e.o 


27.6 


18.0 


30, fl 




2,000 


B.S 


33.3 


18.5 


33.1 


12 2 


2 347 


7.0 


39.7 


21.0 


35,7 


15 2 


2,723 


7.S 


46.B 


23.5 


38,2 


18. S 


3,125 


1.0 


54.8 


24.0 


40,8 


22.8 


3.550 


1.5 


63.4 




43,3 


27.3 


4-014 


a.o 


72.9 


37.0 


45, a 


32.4 


4.500 


g.5 


83.2 


28,5 




38.1 


5-014 


10.0 
10.5 


108 8 


31.5 


51.0 
53.5 


44,4 

51.5 


5.556 
a 125 






33.0 




59.3 


6.722 




133.7 


34.5 


58.6 


67.6 


7.347 


12.0 


148.8 


36,0 


61 3 




8-O0O 


13.5 


164.9 


37-5 


63.7 


86!8 


8.681 


13.0 


182.1 


39.0 


66.3 


97,6 


9.389 


13.5 


200.5 


40.5 




10B.4 


10.125 


14.0 


230.0 




71.4 


122.0 


10.889 




240 fl 


43.5 


73.8 


, 135.5 


11.681 


IS.O 


262.5 


45,0 


76.5 


150 


12 500 


15.5 


28.S.6 


48,5 


79.0 


165.5 


13.347 


18.0 


310.0 


48^0 


81.6 




14.223 


IB. 5 


335.8 


49,5 




109.7 


15.125 


17.0 






88.7 


218.4 


le.OTiB 


17.5 


391.3 


hl.S 


8B.2 


238.2 


17.014 


18.0 


421.2 


54,0 


91.8 


2,i9,2 


18.000 




452,5 




94 ^3 


281.4 


19.014 


19,0 


485.3 


57.0 


SB. 9 


301.8 


20.050 


19.5 


519.7 






323.6 




20.0 


555,6 


60,0 


102.0 


355.6 


22.222 


21 


832.1 


63,0 


107.1 


411.6 


31.500 


23 








473.3 


2«,8N9 


23 




6tt-0 


117^3 




■29, 388 


24 


902.4 


72.0 




611.4 


32 000 


3S 


1006.9 


75.0 


127,5 


691,1 


31,722 


as 


1119.2 


78.0 


132.6 


781 2 


37,5.58 


27 


1239.3 


81,0 




874,8 


40,500 


as 






142.8 


875.6 


43,558 


20 


1504.5 


HT.O 


117.8 


1081,0 


46,722 


ao 


1650.0 


90.0 


153.0 


1200,0 


50.000 



206 CUBIG 00NTENT8 OF BOAD APPB0A0HB8 TO LEVBB BMBANKMSNTS 



TABLE XVIII Grade of Roadway 25% 
Attached to Levee Having Side Slope 2 : 1 



Vtrtieal 
Height 
bFeet 


OompltCe 

Approttoh 

9 Foot Roadwaj 

TotiJ Cu. T(k 


DbtneetaFaet 

Toeof L«T« 

to Toe of 

Appraeeh 


BbBtDiitUHt 
iaFeet 

CSrowD of Levee 
toToeof 
Approeefa 


TViugnbr 

CoBBpomt Pvt 

lV)talOa.Tdk 


Reeteacnlv 

OompooeBt PiKt 

iFooiCioini 

Total Co. Tdk 


0.5 


0.09 


1.0 


2.1 


0.00 


0.009 


1.0 


0.36 


2.0 


4.1 


0.02 


0.0S7 


1.5 


0.83 


3.0 


6.2 


0.08 


0.083 


2.0 


1.53 


4.0 


8.2 


0.20 


0.148 


2.5 


2.47 


5.0 


10.3 


0.39 


0.231 


3.0 


3.67 


6.0 


12.4 


0.67 


0.333 


3.5 


5.14 


7.0 


14.4 


1.06 


0.454 


4.0 


6.9 


8.0 


16.5 


1.58 


0.503 


4.5 


9.0 


9.0 


18.6 


2.25 


0.750 


5.0 


11.4 


10.0 


20.6 


3.09 


0.928 


5.5 


14.2 


11.0 


22.7 


4.11 


1.120 


6.0 


17.3 


12.0 


24.7 


5.33 


1.333 


6.5 


20.9 


13.0 


26.8 


6.8 


1.565 


7.0 


24.8 


14.0 


28.9 


8.5 


1.815 


7.5 


29.2 


15.0 


30.9 


10.4 


2.083 


8.0 


34.0 


16.0 


33.0 


12.6 


2.370 


8.5 


39.2 


17.0 


35.0 


15.2 


2.678 


9.0 


45.0 


18.0 


37.1 


18.0 


3.000 


9.5 


51.3 


19.0 


39.2 


21.2 


3.343 


10.0 


58.0 


20.0 


41.2 


24.7 


3.704 


10.5 


65.3 


21.0 


43.3 


28.6 


4.083 


11.0 


73.2 


22.0 


45.4 


32.9 


4.481 


11.5 


81.6 


23.0 


47.4 


37.6 


4.898 


12.0 


90.7 


24.0 


49.5 


42.7 


5.333 


12.5 


100.3 


25.0 


51.5 


48.2 


5.787 


13.0 


110.6 


26.0 


53.6 


54.2 


6.259 


13.5 


121.5 


27.0 


55.7 


60.8 


6.750 


14.0 


133.1 


28.0 


57.7 


67.8 


7.259 


14.5 


145.4 


29.0 


59.8 


75.3 


7.787 


15.0 


158.3 


30.0 


61.8 


83.3 


8.333 


15.5 


172.0 


31.0 


63.9 


91.9 


8.898 


16.0 


186.5 


32.0 


66.0 


101.1 


9.481 


16.5 


201.7 


33.0 


68.0 


110.9 


10.083 


17.0 


217.6 


34.0 


70.1 


121.3 


10.704 


17.5 


234.4 


35.0 


72.2 


132.3 


11.343 


18.0 


252.0 


36.0 


74.2 


144.0 


12.000 


18.5 


270.4 


37.0 


76.3 


156.3 


12.676 


19.0 


289.7 


38.0 


78.3 


169.4 


13.370 


19.5 


309.8 


39.0 


80.4 


183.1 


14.083 


20.0 


330.9 


40.0 


82.5 


197.5 


14 815 


21 


375.7 


42.0 


86.6 


228.7 


16.333 


?.?. 


424.2 


44.0 


90.7 


262.9 


17.926 


23 


476.8 


46.0 


94.8 


300.4 


19.593 


24 


533.3 


48.0 


99.0 


341.3 


21.333 


25 


594.1 


50.0 


103.1 


385.8 


23.148 


26 


659.3 


52.0 


107.2 


434.0 


25.037 


27 


729.0 


54.0 


111.3 


486.0 


27.000 


28 


803.4 


56.0 


115.4 


542.0 


29.037 


29 


882.5 


58.0 


119.6 


602.2 


31.148 


30 


966.7 


60.0 


123.7 


666.7 


33.333 



J i JiT 



BIO C0NTSNI8 Off BOAD APPROAOHEB TO LSTBb BUBANKMBHTS 207 
TABLE XVni Qnde of Roadway 80% 
Attached to Levse Having Side Slope 2 1 



• 


lBttlC».Y*t 




SlulDinuw 


^sst 


TWH^rl 




0.06 


0,7 


1.7 


0,00 


0.006 




0.24 




3.5 


0.01 


0.025 




O.M 


2,0 


S.3 


0.04 


0.056 




0.B9 


3,7 






0.090 




1.5B 


3.3 


8,7 


o.ai 


0.154 




3.34 


4.0 


10.4 


0.36 


0.223 




3.29 


4.7 


wis 


056 


0.302 




4,40 


5.3 


13.9 


0.84 


0,3BS 




5.70 


6.0 


IS.7 


1. 3D 


0.500 




7.2 


6.7 


17.4 


I.6S 


0.617 




.,> 


7.3 


le.i 


3.19 


0.747 




10.8 




20^9 


2.84 


0.S89 




13.0 


8.7 


22,6 


3. 83 


1.043 




15.4 


S 3 


24.4 


4,52 


1.210 




18.1 


10.0 


26,1 


5.56 


1.389 




21.0 


10.7 


27,8 


6.7 


1.580 




24.1 






8 1 


1.784 




27.B 




31,3 




3.000 




31.3 


12.7 


33,1 


11.3 


2.228 




35.4 


13 3 


34.8 


13,2 


2,469 




3B.7 


14.0 


36,5 


15, a 


3.733 




44.4 


U.7 




17.6 


3.988 




49.4 




40.0 


30.0 


3.265 




54.8 


16,0 


41.8 


22.8 


3.566 




60.4 


16 7 


43.5 


25.7 


3.858 




66.5 


17.3 


45.2 


28.8 


4.17S 




72.8 


18.0 




32.4 


4. 500 




79.7 




48.7 


36.1 


4.840 




86,9 


19.3 


50.5 


40.1 


5.191 




94.4 


20.0 


52,2 


44.4 


5.55« 




103.4 


20.7 


53, B 


49.0 


5.932 




110,8 


21,3 


55,7 


S3.0 


6.321 




119,7 


32,0 


57,4 


59.3 


6.723 




128.9 




59,2 


64.7 






138.6 


23.3 


60.9 


70-6 


7,562 




148.8 


24.0 


62 6 


76,8 


8.000 




159.4 


24,7 


64.4 


83.4 


8.451 




170,5 


25.3 


66.1 


90.3 


8,914 




183.1 




67.9 


97.B 


9,389 




194.2 


20,7 


69.6 


105.3 


9,877 


220.0 


28,0 


73.1 


122.0 


10,889 


247.8 


29.3 


76-6 


140.2 


11,951 


277.8 


30.7 




160.2 


13,063 


310.0 


32.0 


83,5 


182.0 




M4.7 


33.3 


87.0 


205.8 


15^432 


381,7 


M.l 


90.5 


331.5 


16.691 


421.3 




91 !o 


259.2 


18.000 


463.3 


37.3 


97.4 




19.358 




38,7 




321.2 


30.765 


555, e 


40,0 


J01.4 


35.^ 6 


22,222 



206 OUBIO CONTENTS OF BOAD AFPBOAOHBS TO LSVBE BMBANKMENT8 



TABLE XIX Grade of Roadway 10% 
Attached to Levee Having Side Slope 3 ; 1 



VflrtiBd 
inM 


Complete 

Approach 

OFootRmtdway 

Total Co. Yds. 


DintanflemFeet 

ToeoTLeree 

to Toe of 

ApproMD 


Slut Dietaaee 
in Feel 

Crown of Levee 
to Toe of 
Appraeoh 


Tmngnhr 

Component Pvt 

T^>tyCa.Tdi. 


Component Part 
IFoot Crown 
Total Co. T(k. 


0.5 


0.31 


3.5 


5.0 


0.02 


0.032 


1.0 


1.29 


7.0 


10.0 


0.12 


0.130 


1.5 


3.03 


10.5 


15.1 


0.41 


0.292 


2.0 


5.63 


14.0 


20.1 


0.97 


0.519 


2.5 


9.2 


17.6 


25.1 


1.89 


0.810 


3.0 


13.8 


21.0 


30.1 


3.27 


1.167 


3.5 


19.5 


24.5 


35. 2« 


5.19 


1.588 


4:0 


26.4 


28.0 


40.2 


7.7 


2.074 


4.5 


34.7 


31.5 


45.2 


11.0 


2.625 


5.0 


44.3 


35.0 


50.2 


15.1 


3.241 


5.5 


55.4 


38.5 


55.3 


20.1 


3.921 


6.0 


68.1 


42.0 


60.3 


26.1 


4.667 


6.5 


82.5 


45.5 


65.3 


33.2 


5.477 


7.0 


98.7 


49.0 


70.3 


41.5 


6.352 


7.5 


116.7 


52.5 


75.4 


51.0 


7.292 


8.0 


136.6 


56.0 


80.4 


61 9 


8.296 


8.5 


158.6 


59.5 


85.4 


74.3 


9.366 


9.0 


182.7 


63.0 


90.4 


88.2 


10.500 


9.5 


209.0 


66.5 


95.5 


103.7 


11.609 


10.0 


237.7 


70.0 


100.5 


121.0 


12.963 


10.5 


268.7 


73.5 


106.5 


140.1 


14.292 


11.0 


302.2 


77.0 


110.5 


161.0 


15.685 


11.5 


338.3 


80.5 


115.6 


184.0 


17.144 


12.0 


377.1 


84 


120.6 


209.1 


18.667 


12.5 


418.6 


87.5 


125.6 


236.3 


20.255 


13.0 


463.0 


91.0 


130.6 


265.8 


21.907 


13.5 


510.3 


94.5 


135.7 


297.7 


23.625 


14.0 


560.7 


98.0 


140.7 


332.0 


25.407 


14.5 


614.1 


101.5 


145.7 


368.8 


27.255 


15.0 


670.8 


105.0 


150.7 


408.3 


29.167 


15.5 


730.8 


108.5 


155.8 


450.5 


31.144 


16.0 


794.2 


112.0 


160.8 


495.6 


33.185 


16.5 


861.1 


115.5 


165.8 


543.5 


35.292 


17.0 


931.6 


119.0 


170.8 


594.4 


37.463 


17.5 


1005.7 


122.5 


175.9 


648.4 


39.699 


18.0 


1083.6 


126.0 


180.9 


705.6 


42.000 


18.5 


1165.3 


129.5 


185.9 


766.0 


44 366 


19.0 


1251.0 


133.0 


190.9 


829.9 


46.796 


19.5 


1340.7 


136.5 


196.0 


897.1 


49.292 


20.0 


1434.6 


140.0 


201.0 


967.9 


51.852 


21 


1635.0 


147.0 


211.0 


1120.5 


57.167 


22 


1852.9 


154.0 


221.1 


1288.3 


62.741 


23 


2089.2 


161.0 


231.1 


1472.1 


68.574 


24 


2314.5 


168.0 


241.2 


1672.5 


74.667 


2f> 


2619.6 


175.0 


251.2 


1890.4 


81.019 


26 


2915.1 


182.0 


261.3 


2126.5 


87.630 


•11 


3231.9 


189.0 


271.3 


2381.4 


94.500 


28 


3570.6 


196.0 


281.4 


2655.9 


101.630 


29 


3931.9 


203.0 


291.4 


2950.8 


109.019 





4316.7 


210.0 


301.5 


3266.7 


116.667 



CUBIC OONTSNTB 07 BOAD AFFBOAOHSa TO LBYBB BHBANKMXMTB 
TABLE XIX Grade of Roadway 16% 
Attached to Levee Having Side Slope S : 1 



la 


V^STy^ 


toT«Df 

Appnufa 






C«u»i>atP*rt 
IFoDtCntwii 
T«UC».Y*. 


0,5 


0.16 


1.8 


3,4 


0.01 


0.017 


I.O 


0.B8 


3,7 


6,7 


0.(» 


0.008 


1.5 


1.54 


5.5 






0.153 




2.84 


7.3 


13.5 




0,273 


2.5 


4.60 


9.2 


16,9 


0^78 


424 


3.0 


e.S4 


11.0 


20.2 


1.34 


o.eii 


a.5 


9.6 


12! 8 


23.6 


2.13 


0.832 


4.0 


13.0 




27.0 


3.19 


1.086 


4.S 


IS. a 






4.54 


1.37S 


S.O 


21. S 


18 !3 


33.7 


6.22 


1-698 


5.5 


'26,8 


20 2 


37.1 


8.3 


2.054 


6.0 




22.0 




10.8 




6.5 


3B.5 


23.8 


43^8 


13.7 


2.809 


7.0 


47,0 


25.7 


47.2 




3,327 


7.5 


55.4 


27.5 


50,6 


21.0 


3.819 


8.0 


64.6 


29.3 


53,9 


25.5 


4.346 


8.5 


74.7 






30.6 




fl.O 




sa^o 


60.7 


36.3 


5,500 


e.5 


97.8 


34.8 


64.0 


42.7 


6,128 


lO.O 


IIO.S 


36.7 


67.4 


4S.8 


6.790 


10,5 


125.0 


38.5 


70,8 


57.6 


7.486 


11.0 


140.2 


40.3 


74.2 


66.3 


8.216 


11.5 


158.6 


42,2 






8.980 




174.0 


44.0 


80.9 


86.0 


9.778 


13.5 


192.7 


45.8 


84,3 


97.3 


10.610 


13.0 


212.7 


47.7 


87.6 


108. 4 


11.475 


13. S 


233!9 


49.5 


91.0 


122.5 


12,375 


14.0 


256.4 






136. a 


13.309 


14. S 


280.3 


53.2 


97.7 






Ifi.O 


305.6 


55,0 


101,1 


168.1 


15,278 


15.5 


332.2 


56.8 


104.5 


185.4 


15.313 


IS.O 


360.4 


58,7 


107;9 


204.0 


17!3B3 


IB, 5 


390,1 


80.5 


111,2 


223,7 


1H.4S6 


17.0 


421.3 






344.6 




17.S 


454.0 


64;2 


118.0 


266.9 


20.795 


18.0 


4SS.4 


ea.o 


121.3 


290.4 


22.000 


18.5 


SU4.4 


67.8 








le.o 


563.1 


OB, 7 


128! 1 


341.5 


34'512 


19.5 


601.6 


71.5 


131.5 


369.2 


35,819 


30.0 


642.8 


?3.3 


134.8 


398.4 


27.160 


21 


730.6 


77.0 


141. 6 


461.1 


29,944 


23 


826.0 






530.2 




23 




84.3 


155.0 


SOS. 8 


35.920 




1(M0.4 


88,0 


161.8 


688.4 


39.111 


25 


1160.0 


91.7 


168.5 


778.0 


42.438 


U 


1388.3 


95.3 


175,3 


875.2 


45.901 




1125.6 


99.0 


182.0 


980,1 


49,500 


28 


1572.2 






1093.1 


53.235 


B9 


1728.4 


ioa.3 


195.5 


1214.4 


57.105 


30 


1894.4 


110,0 


202.2 


1344 4 


61 111 



210 CUBIC CONTEtfTS OF BOAD APPEOAOHBS TO LBVEB BUBANKUBNTS 
TABLE XIX Grade of Roadwsy 20% 
Attached to Levee Having Side Slope 3 : 1 



in Feu 


CempW* 
TqUI Co. Ydi. 


Apinwh 


sunt Di-Unn 


TckocnUr 


SS" 


0.5 


0,08 


1.0 


2.6 


0.00 


OOOB 




0,35 


2,0 


5.1 


0,02 


0.037 


15 




3.0 


7,6 




0.083 


2.0 


1.49 


4 


10 2 


0,16 




2,5 


2,39 


5,0 


12,7 


0,31 


0,231 


3.0 


3,53 


BO 


15 3 


53 


0,333 


3.5 


4,B3 


7-0 


17.8 


0,85 


0.454 


4.0 


8.60 






1.26 


0,593 


4.6 


8,6 


9,0 


22,9 


1 go 


0,750 


5.0 


10.8 


lO.O 


25.5 


2 47 


0.926 


5,5 


13,4 


11-0 


28 


3.29 


1,120 


0.0 


le 3 


12 


30 8 


4.27 


1.339 


6.5 




13 


33.1 


5 42 


1,565 


7,0 


23 I 








1,8IS 


7.5 


27,1 


15 


38 2 


8^3 


3.083 


8.0 


31,4 


le 


40,8 


10.1 


2,370 


8.5 


36.2 


17.0 


43^3 


12 1 


2.678 


g.D 




18.0 


45 9 


14.4 




9,5 


47 


19.0 






3!34S 


10.0 


53.1 


20.0 


51,0 


19. S 


3.70( 


10.5 


59,6 


21.0 


53,5 


22,9 


4.083 


11.0 


66, e 


22.0 


56.1 


26.3 


4.481 


11,5 


74,1 


23.0 


58,6 


30,0 


4.8W 






34.0 


01.3 


34,1 


5. 333 


12.5 


90.7 


35.0 


63.7 


38.6 


5.767 


13.0 


99.7 


26.0 


66,3 


43,4 


6.a5» 


13,5 


10S,4 






48.6 


6.750 


14,0 


119,5 


28.0 


71,4 


54, a 


7.25ft 




130,3 


29.0 


73 9 


60.2 


7.787 


15.0 


UI,7 


30.0 


76,5 


ee.7 


8,333 


15 5 


153,6 


31.0 


7B.0 


73,6 


8.898 


16 




32.0 


81.6 


80,9 




18,5 


179,5 




84.1 




10,083 


17,0 


193,4 


34.0 


86,7 


97.0 


10.704 


17,5 


207,8 


35.0 


89.2 


105.9 


11.343 


IB 


223,3 


36.0 


91.8 


115,2 


12,000 






37 !o 


M,3 


125"l 


12,676 


19 


255,8 


38.0 


96.9 


135,5 


13,370 


10 5 


273,2 


39,0 


99.4 




14 083 






40.0 


102.0 


158,0 


14.815 


-Jl 


329,9 


42.0 


107.1 


182,9 


16.333 




371,7 


44.0 


112.2 


210,3 


17.926 


S3 


416,7 


46.0 


117 3 


210.3 


19.583 


M 


465,1 






273.1 


21,333 


25 


517.0 


50.0 


127,5 


308.6 


23.148 


26 


572.5 


53.0 


132,6 


3<7.2 


35-037 


27 


631.8 


S4,0 


137.7 




27.000 


28 


695,0 


56,0 


142,8 


433.6 


29-037 


2a 


763,1 


58,0 


147.9 


481.8 


31.148 


30 


833.3 


60.0 


153.0 


633.3 


33.333 



CUBIC CONTENTS OF BO AD APPROACHES TO LEVEE EMBANKMENTS 211 



TABLE XIX Grade of Roadway 25% 
Attached to Levee Having Side Slope 3 : 1 



Vertical 
Heudit 
in Feet 


Complete 

Approach 

9 Foot Roadway 

Total Ca. Yds. 


Dintanoe in Feet 

Toe of Levee 

to Toe of 

Approeeh 


Slant Distance 
in Feet 

Crown of Leree 
to Toe of 
Approaeb 


Component Fart * 
Tota]Cu.YdB. 


Reetangular 

Component Part 

1 Foot Crown 

Total Cu. Yds. 


0.5 


0.04 


0.5 


2.1 


0.00 


0.005 


1.0 


0.17 


1.0 


4.1 


0.01 


0.019 


1.5 


0.40 


1.5 


6.2 


0.02 


0.042 


2.0 


0.72 


2.0 


8.2 


0.05 


0.074 


2.5 


1.14 


2.5 


10.3 


0.10 


0.116 


3.0 


1.67 


3.0 


12.4 


0.17 


0.167 


3.5 


2.31 


3.5 


14.4 


0.26 


0.227 


4.0 


3.06 


4.0 


16.5 


0.40 


0.296 


4.5 


3.94 


4.5 


18.6 


0.56 


0.375 


5.0 


4.94 


, 5.0 


20.6 


0.77 


0.463 


5.5 


6.07 


5.5 


22.7 


1.03 


0.560 


6.0 


7.3 


6.0 


24.7 


1.33 


0.667 


6.5 


8.7 


6.5 


26.8 


1.70 


0.782 


7.0 


10.3 


7.0 


28.9 


2.12 


0.907 


7.5 


12.0 


7.5 


30.9 


2.60 


1.042 


8.0 


13.8 


8.0 


33.0 


3.16 


1.185 


8.5 


15.8 


8.5 


35.0 


3.79 


1.338 


9.0 


18.0 


9.0 


37.1 


4.50 


1.500 


9.5 


20.3 


9.5 


39.2 


5.29 


1.671 


10.0 


22.8 


10.0 


41.2 


6.2 


1.852 


10.5 


25.5 


10.5 


43.3 


7.1 


2.042 


11.0 


28.4 


11.0 


45.4 


8.2 


2.241 


11.5 


31.4 


11.5 


47.4 


9.4 


2.449 


12.0 


34.7 


12.0 


49.5 


10.7 


2.667 


12.5 


38.1 


12.5 


51.5 


12.1 


2.894 


13.0 


41.7 


13.0 


53.6 


13.6 


3.130 


13.5 


45.6 


13.5 


55.7 


15.2 


3.375 


14.0 


49.6 


14.0 


57.7 


16.9 


3.630 


14.5 


53.9 


14.5 


59.8 


18.8 


3.894 


15.0 


58.3 


15.0 


61.8 


20.8 


4.167 


15.5 


63.0 


15.5 


63.9 


23.0 


4.449 


16.0 


68.0 


16.0 


66.0 


25.3 


4.741 


16.5 


73.1 


16.5 


68.0 


27.7 


5.042 


17.0 


78.5 


17.0 


70.1 


30.3 


5.352 


17.5 


84.1 


17.5 


72.2 


33.1 


5.671 


18.0 


90.0 


18.0 


74.2 


36.0 


6.000 


18.5 


96.1 


18.5 


76.3 


39.1 


6.338 


19.0 


102.5 


19.0 


78.3 


42.3 


6.685 


19.5 


109.1 


19.5 


80.4 


45.8 


7.042 


20.0 


116.0 


20.0 


82.5 


49.4 


7.407 


21 


130.7 


21.0 


86.6 


57.2 


8.167 


22 


146.4 


2?.0 


90.7 


65.7 


8.963 


23 


163.3 


23.0 


94.8 


75.1 


9.796 


24 


181.3 


24.0 


99.0 


85.3 


10.667 


25 


200.6 


25.0 


103.1 


96.5 


11.574 


26 


221.2 


26.0 


107.2 


108.5 


12.519 


27 


243.0 


27.0 


111.3 


121.5 


13.500 


28 


266.2 


28.0 


115.4 


135.5 


14.519 


29 


290.7 


29.0 


119.6 


150.5 


15.574 


30 


316.7 


30.0 


123.7 


166.7 


16.667 



£12 COBIO COKTENTS OF AOAD .4PPBOA0HB8 TO I£TBB BUBAKEICBNTS 
TABLE XIX Grade ot Roadway 30% 

Attached to Levee Having Side Slope 3 : 1 





Complete 

ApfKCMb 

(1 Pout Rndny 
ToUlOtYib. 


DiituH in Fnl 
Appnuh 


uiPnl 


xSrai'vi!* 


CrnimwdtPKt 


OS 


0,01 


0.2 


1.7 


0.00 


0.003 


1.0 




0.3 


.3.5 


ff.OO 


0.006 


1.5 


0.13 


0.5 


5.2 


0.00 


0.014 




0.23 


0.7 




0.01 


0.035 


2,5 


0.36 


0.8 


8,7 


0.01 


0.03B 


3.0 


0.52 


1.0 


10.4 


0.02 


0.056 


3.5 


0.72 




I2!2 


0.04 


0-07« 


4.0 


0.64 


1.3 


13.9 


0.05 


0.099 


4.5 


l.SO 


1.5 


15.7 


0.08 


0.125 


S.O 


1.49 


1,7 


17.4 


0.10 


»'" 


S.5 


1.82 


1.8 


19.1 


0,14 


0.187 


«.o 


2. IS 




20,9 


0'l8 


0-223 


«.5 


3.57 


2.2 


22,6 


0,23 


0.261 


7.0 


3.00 


2.3 


24.4 




0.302 


7.5 


3.47 


2,5 


28.1 


0.35 


0.347 


S.O 


3,98 


2.7 


27.8 


0.42 




8.5 


4.52 




29.6 


0.51 


o!448 


9.0 




3 


31,3 


0.60 


0.500 


S.5 


5.7 


3.2 


33.1 




0.5ST 


lO.O 


0.4 


3.3 


34,8 


0.82 


0.817 


10.5 


7.1 


S.5 


30.5 ■ 


0.95 


O.UI 


11.0 


7.8 




38.3 


1.10 


0.747 


J1.5 




3.B 


40,0 


1,25 


0.816 


la.o 


9-4 


4,0 


41.8 




0.889 


12.5 


10 3 


4,2 


43.5 


1,61 


0.965 


43.0 


11.2 


4.3 


45.2 


1 81 


1.U3 


13.5 


12.2 




47.0 


2 03 


1.135 


14. D 




4.7 


48.7 


2,26 


1.210 


14.5 






50.5 


2 51 


1.298 


15.0 


15.3 


5.0 


52,3 


3-78 


1.389 


15.5 


16. 4 


5.2 


53,9 


3.06 


1.483 


16 
16.5 


17,6 
18 8 


5.3 


57.4 


3!70 


1.580 
1.681 


17.0 






592 


4 04 


1.7B4 


17.5 


21.4 


5.8 


80.9 


4 41 


1.890 


18,0 


22.8 


0,0 


B2,6 


4.80 


3.000 


18.5 


24-2 


ti.2 


S4.4 




3.113 




25.7 




88.1 


5:6 


2.338 


19.5 


27.3 




87.9 




3.347 


30.0 


38.S 


6.7 


69.6 


6.6 


2.469 


21 


32.1 


7.0 


73.1 


7.6 


2.723 


22 


35.7 


7,3 


76.6 


8.8 


2.988 


23 


39.4 


7.7 




10.0 


3.305 




43,4 




83.5 




3.556 


25 


47.8 


s]3 


87.0 


12.9 


8.858 


26 


52,0 


8,7 


90,5 


14,5 


4 ITS 


27 




9^0 


94,0 




4.500 


28 


61.6 


B.3 


S7.4 




4.S40 




66.8 




100,9 


2o!l 


5.191 


30 


72.2 


io"o 


104 4 


32 2 


9.558 



vv 



,A^ 



THE NEW YORK PUBLIC LIBRARY 

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1